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HomeMy WebLinkAbout1607-L TRACT 14534 STRE -F I SCAP , WILLIAM LYON HOMES , INC ., CITY OF RANCHO CUCAMONGA 4490 VON KARMAN 10500 CIVIC CENTER DRIVE NEWPORT BEACH , CA . 92658 - 7520 P . O . BOX 807 ( 714 ) 833 - 3600 RANCHO CUCAMONGA, CALIFORNIA 91730 LIVID NOo 2 VICINITY MAP GENERAL NOTES SHEET INDEX Mo 1 . THESE NOTES SHALL BE USED ON CONJUNCTION WITH THE PLANS AND ANY DISCREPENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 0 3. ALL WORK SHALL BE DONE IN ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD FOR PUBLIC PROJECT SITE WORKS CONSTRUCTION. 4 THIS WORK SHALL INSTALLED SD CONTRACTOR WHO CARRY WORKMAN'S COMPENSATION, PUBLIC LABILITYANDPROPERTY DAMAGE INSURANCE ASREQUIRED L-0 TITLE SHEET 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1 -800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. I= -IA IRRIGATION'►04► v�..r.�1 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR L IA DETAILS AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SURERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND L �T - PLANTING �PL.AN �� I R EE�L z STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEET. Pt- z Y8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES L-4 PLANTING PLAN (SHRUBS) Li VICTORIA PAR L- FLO& nWA P1Jyt C4Nir�6s-� No�t{HgRN •,�c ) QSHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. L-5 PLANTING DETAILS _ w z 9. UPON COMPLETION OF INSTALLATION, AN EXTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION N FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 L-6 SPECIFICATIONS BASELINE = ROAD DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAFE-OUT, FALL COLOR, 0 FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE L-7 SPECIFICATIONS 15 SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, ARROW ROUTE FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO L-8 LOT 'A' INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO DEEP THE IRRIGATION SYSTEM IN FOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 6TH STREET 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTCIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11 . CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE 4TH STREET NUMBER 760-438-0525. 12. CONCRETE HEADERS SHALL BE PROVIDE PER THE FOLLOWING CRITERIA: A. BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8" WIDE X 6" DEEP CONCRETE HEADERS 10 B. BETWEEN CITY-MAINTAINED BETWEEN CITY-MAINTAINED GCANDDA YN PRIVATE-MAINTENANCE-6"PI8D MW1 EX 6"6DEDEPE CONCRETTE HEADERS CCONSULTANTS D. BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BY MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC LANDSCAPE ARCHITECT: IRRIGATION CONSULTANT: WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: RJM DESIGN GROUP, INC. TOBY MERTENS IRRIGATION A. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. B. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE 27285 LAS RAMBLAS, SUITE 250 333 AVENIDA ADOBE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL MISSION VIEJO, CA 92691 SAN CLEMENTE, CA. 92672 AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. C. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. (714) 582-7516 (714) 498-4483 D. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CONTACT: MR. LARRY P. RYAN CONTACT: MR. TOBY MERTENS N LOCATION MAP QUANTITIES �.P ' F CIVIL ENGINEER: LSCgp'�p Y P. q q9 ROCHESTER AVENUE EAST PARKWAY -QT SIZE MDS CONSULTING yQ,p�'� PROJECT SITE DECORATIVE HARDSCAPE............................................................................... 2,375 S. 17320 RED HILL AVENUE SUITE 350 TREES CD POPULNEUS............................................................. 25 EA. 15 GAL + W i -- - --_ - __- _ . '''o.t RHUS LANCEA................................................................................... 22 EA. 15 GAL IRVINE, CA. 92714 °` SHRUB AREA................................................................................ .16,200 S.F. g-30-9? - (714) 251 -8821 �Y.... VICTORIA PARK NE MEDIAN CONTACT: MR. STANLEY MORSE -.Nr TREES-PINUS CANARI N IS........... .21 -2-4---EA. 15 GAL LIQUIDAMBAR STYRACIFLUA............................................................... 1 15 GAL 4lf1f4� T "�, CALYP CLADOCALYX............... 15 GAL OF CAl H UB RA.. 64 23�.83�-zoo- F. VICTORIA 0 D S.G.E. _C p AtJ NT TREES-PINUS CANARIENSIS........................................................................ -�4.8-•EA. 15 GAL �01�. 2 A�� - Ac SSS IZtiv S D I�.-A U r� ' - stats LIQUIDAMBAR STYRACIFLUA......... -�-EA. LS ��• _ _ ; p. __a_t.._l ;_ .Y - - EA 15 GAL - �ti� '' EUCALYPTUS MACULATA. ...... ........ Zo Efi_• © �NO�-fFt �Aswl°L`� GU tvPl..- -z 9� TURF............................................................................ �.... 0 500 S C IAREA5 0o S.F. SHRUB ... ......... ........................................... Y ..1.�. DESCRIPTION OF REVISION DATE � �;.J, �� • - - ...... .. !.. '� APPROVED ti �.• D.G. TRAIL...................................................................................... F t 1. - -- -- ---- � VICTORIA PARK LANE SOUTHERN PARKWAY TREES-KOELREUTARIA PANICULATA ................. ............................0�. 24"BOX CITY OF RANCHO CUCAMONGA { •• ; _ _�._� PINUS CANARIENSIS........................................................................ Ii -a-4 EA. 15 GAL O ; 0 _ I EUCALYPTUS CLADOCALYX......................................... ................. 15 A. 5 GAL TRACT 1 534 STREETSCAPE ! TURF........................................................................... 1 1 ,150 S.F. 1 4 �i r r -. ... LOT ,A, OEGORpT1 - — 0 3c DECORATIVE HARDSCAPE............................................................................... 950 S.F. ----- ----- ---- SHRUB AREA.. .. .. 1 ,350 S.F. TITLE SHEET . ......... ..... w1W totem' LOT 'A' TOTAL TREES PER SIZE: 24"BOX 15 GAL. X30 �11_hvvj_ _ 5 GAL. © 5 APPROVED BY: ' DATE TOTAL SHRUBS PER SIZE: 1 GAL. C, 7Cotp EA. CITY ENGINEER R.C.E. N0. 24953 5 t ..� =� , • , : • 5 GAL. 2�! J��I -�6$� EA. DESIGN RECOMMENDED . •� . TOTAL TURF AREA ......................................... RAG • rr TOTAL MULCH AREA****.*"""***""**.'*"******'*'*** REA ............................................................V � TOTAL SIDEWALK AREA ............................................ p DRAWN RJM SHEET TOTAL DECORATIVE HARDSCAPE (COBBLESTONE) AREA .... * ......... ... S F. DESIGN GROUP, INC. RAG PLANNING AND LANDSCAPE ARCHITECTURE L—0 OF 9 TOTAL D.G. TRAIL AREA ...................................................................... r..• ..,..,,..u,..� "..o ..., TOTAL L.F. OF CITY MAINTAINED FENCE (EQUESTRIAN) 145 L.F.(3.41 ACRES) CHECKED DRAWING NO. TOTAL SQUARE FEET OF PROJECT................................� ..�.(e4,7�O2.t�1. 1 8, LR 1(.07 _ L PROJECT SHT. NO. OF F-- CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS ROCHESTER AVENUE >a2 w _, NOTE= pLSNS ARE pPPRovE.G WITH wATEa1tETER'P , tazE Z' WATER I% / UZE 8 aQ3 BQ? ¢ 0 j /39S" A ELEVATION A x w (300 1900 • ELEVATION, g2(, w 1j25 0" ►� o Z 33 35 -IMF- VNOEQSTANOINcV -%4^T THE. moeTNsTAncvREssvaE WGH /ORS ! LOW CTAnCPRE55vRE wc►, /a OI Sl�J/ L _ �y ZiS r SOURCE OF 1NFOI UTION Mr. Richard Onxnca SOURCE OF INFORMARON r Richard Owmea. �" 1075 PES v c.1r.D. (9a!) Q87-2sg/ - G N q, Seo o N I CTORI A pARK L�► E DATE OF INFORMAnON DATE OF INFOPPATION - 1♦ -----T /l4 �O • W N PHONE}7ViaBER C PHONENULt6ER ■ x/9/97 s►/11 r-- - _ _ -- - pppppOpppppppp-pp0 pppp pp��ppppp0 ppppppppvV .. - _ w AKE TO OE L A M D SUPE0 A6 tit 0 KC.L. MEAN ELEVATION /�s-R (REQUIRED IF STATIC PRESSURE UNKNOWN H.G.L.NOWMUN ELEVATION -_(REOUREO IF STATIC PRESSURE UNKNOVnr - - ■ y..._- . .ter-.• ^"' °0 0 0�°,6 fps 'll Y=- IK¢ d' -_- - - - ,f0 _ ■ • WATER METER IRQI(.A p GO PLE El. T "ME P �AnoH O ELEVATION _ TE CPI T Y � �TO WATER METER O `� y✓d " I en: - ---- ------ - - - - - - b -- --------__ � kyr. -�, Q /39S AnDN /39 _ ■ of FLOOD 5ASII4 SLOPE REVISIO14S73 ..»' 3 .233. /095 (_. �/ 3 R110 VALVE E ---- / - - _...___.T,M uu �_ ■. REMOTE �4-2 titZE S 3(f / (J \ ------------------------ /` _ //� 2M _y__j ■ A1A)D1dvMDEMANO _ 45 GPJI. C aND _39 G.P.M. X / W`� C7 rr■-. _ PEN01MCo - ELEVATION OF SON OF O` ON (� 2rr ■ C� ■ W HIGHEST HEAD 199-51 H GHEST HEAD /386 ��l ;' O♦ \ W ; I I I■ Q ■ PRESSURE#AC.Y, r r ■ F-- ■ J77 P,sy PRESSURE OAO.V. P.Sl F-- ■ ■ ■ 7 _a O f M 2 ' WATER IdETER q0 ow /i,7 • Ps.L Loss oTM• SIZE jr�+� P.S.I.Loss _ ■ ■ / 2• R.P. BACKFLOW DEVICE 90'4� ■ / 2 WATER METER Rb 9f+`" ,�r._ / .�. U' ■ 2 %s r GATEVALVES 38 qPf! 2 - ■ SLEEVE ALL PIPES UNDER SIDEWALKS ■ J R P. aActcFLowoEvrcE qo �!r'r`i TRENCHING PER CITY Li.l /� GATE VALVES �_ ■ STD. DRWG. #526 & 527 ■ CD / /%z MASTERVALVS&Flow Sensor / '2" MASTERVALV;&now Sensor 7.7 - 316 ■ - /2 L _ •:■ �' ��. - o o--c Jo aa-dor o , - +- - o00000000+0o0 _ ppp �0^ 00081p3 r r t " ■Wz I' _ PREM SREGi eALLn FF PRESREG. AUh LLJ FF: ° 10� 7,> lq ROCHESTER AVENUE I' 84 % MAtNE AZ) 27 CO rPJW 38Q� J37.-A- 0 3O 1645 27Q MAN LINE GoerMAIN LwE F317 B1 ' - _ _ _ REMOTECONTROLVALVEASSEISBLY Q 2q n? 11'79 ws teREMOTE CONT ASSEMBLY 75 23 21 LATERu LATERE LOSS W ■ LiLATE LATERAL UNE LOSS LATERAL LMEWm ■ s UNE LOSS Loss teal 0FITTINGS LOSS(10%)LO55(10Y)000AnONCHANG U. q0ELEATIGELLE � s y z ■ y` _.._- __ _- _ � _ ---F�.- /n _ �� -7TO µLOSSES TOTAL SYSTEM LOSS - ��LLJ 10 D 2 ■ r, q . 0 OPERATE READ: �D- PR MURE TO OPERATE HEAD: ' - ``-�- }� SEE POINT OFC NNECTION DETAIL ; n • _7 TOTAL PRESSURE RromrD: � •, � 70TAL PRE33VRE REOt1fREDs U ■I - Z1' I S CI 1 �' - LOWEST STATIC PRESSURE AVAILABLE. L •S LOWEST STATIC PRESSURE AVAILABLE: LOT,s PRE-SET REGULATED PRESSURE(IF REOUtRED): PRE-SET REGULATED PRESSURE QF REOUtRtE01: 8.5.D ~ •I I II I r ✓' RESIDUAL WATER PRESSURE: Q ' IN ALL MAIN LINES AND VALVES RESIDUAL WATER PRESSURE: ■ IN GR OVER AR 710-0--) CITY REOUtRED RESIDUAL WATER ERESSURE 1S 20 PSI CITY REOUtRfo RE=UAL WATER PRESSURE: S1 20 PSI ■ w 720 p+, <a2 a°' 1150 A G} q 2p A 5 /4(0 1280 A7 A S 5 20 �� IS WZ 28 36 �� IzItao �' II IRRIGATION LEGEND _ . ■ THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, V ETC. SHOWN - LLI ly 6 ( a - 1403 r I / /' ■ WITHIN PAVED AREAS ARE FOR DESIGN C .AT ON ONLY AND SYMBOLS MANUFACTURER ITEM GPM PATTERN R PSI P.R. -' ,r y SHALL BE INSTALLED IN PLANTING AR ;ENEVER POSSIBLE. ^ m % 2 / ■ b 8 O � RAINBIRD 11 1012SAM-PRS-1 OLA 12•POP UP 0.4 0.6 0.8 1.6 90 VAN 18O 360 10• 30 1.78 _ i ■ AVOID ANY CONFLICTS BETWEEN T ZINKLER SYSTEMS AND "` - --- --- V O RAINBIRD III 1812-SAM-PRS-12 it POP UP 0.6 0.9 1.3 2.6 90 VAN 180 360 IZ 30 2.01 N a ' 0 1 2 / 1/ __ _ ARCHITECTURAL FEATURES. b 3 0 RAINBIRD # 1OWSAM-PRS-COLA s•POP UP 0.4 0.6 0.8 1.6 90 VAN 190 360 to 30 1.78 WC.4 _ - 3 - _ V 0 RAINBIRD # 1806SAM-PRS-12 6"POP UP 0.7 0.9 1.3 2.6 90 VAN 180 360 12- 30 2.01 o c7 �- < �� 2 �--•----• .. ° -'��c ■- CONTRACTOR SHALL VE L CONDITIONS AND DIMENSIONS SHOWN a 6 RAINBIRD I/ 1806 -PRS-PAS6•POP UP 0.6 1.z STRIP !=1s 30 1.94 to ■ ON DRAWINGS AT T PRIOR TO START OF ANY WORK. ALL • RAINBIRD # X1806-SAM-PRS-16 SLA-PCS BUBBLER 0.4 ISO Y 30 2.60 • a Z 3� �" ��� '!r/4 1(� !y ■ DISCREPANCIES E REPORTED IMMEDIATELY TO THE CITY W - m �, TRENCHIRWG•PER CITY ,o, ■ sL�Ert IoR 3t� MASTER VALVE,24 VOLT_ . w 2 � � 1 w c , i CONTRAC ALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND RAINSIRD ! EF"P-PRS-B REMOTE CONTROL VALVE m Z - 7 37 �'4 _ A35 0 RAINBIRD t 33 DNPP OUICKCOUPLING VALVE. Lu 1�5D ,2ov ■ UTILIT PES AND STRUCTURES,AND SHALL TAKE THE SOLE 0O ] A38 31 29 ■ H WAIT*- # 403-RT-Rw GATE VALVE,LINE SIZE. w A39 �' • �- R .SIBILITY FOR THE REPAIR OR REPLACEMENT FOR ANY Z 15Dd I I 0 ■ W ® CALSENSE# ET-1-0 R-W/ANT-1 FORT CONTROLLER IN STRONG BOX SB 24r55ENCLOSURE ASSEMBLY. O p d = ¢o I' 39 rrb ■ W <,GE TO SAID UTILITIES AT NO COST TO THE CITY. ® DATA INDUS 1.25 (1-v4' FLOW METER PROVIDED BY CALSENSE. _ 4 Z T� / -tA-- c �A� ■ J FEBCO # 825 YD-2Y2r' REDUCED PRESSURE BACKFLOW PREVENTER LU �j w O \. - I' , N THE-IRRIGATION SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING � WILKINS # 500 75-125 PSI SPRING PRESSURE REDUCING VALVE Z U N Y , I r�' M� 'r - / - ■ PRESSURES AS SHOWN bN DRAWINGS. AT EACH POINT OF CONNECTION. 1 m _ - --- /yi A CONTROLLER AND STATION NUMBER t !Ye �y •� � y � THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED THE } w Z Q Z 1 Q _�i 17 VALVE SIZE/GPM FLOW U p w m > ,l IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE PRESSURE - - _ ____ __ T•r LL w a w a _j Z _ 2 ■ m AT THE SITE PRIOR TO START OF INSTALLATION. ANY CHANGES SHALL 1750 -,a FT of ART A C.ovER�D 8♦r IKW�,A'fioAJ 5Y5MM O > 0 o �� Q Uj .......................................................- 4 ' ... "_� r"_ ■ w BE BROUGHT TO THE ATTENTION OF THE CITY. _ PVC SCHEDULE 40 -SPRINKLER LATERAL _Z ~ YYQ e J2 a « 5� 1 W PVC SCHEDULE 40 IRRIGATION MAIN, 3/4'TO 1-112'SIZE U' H W .. rn U rr .. AES - - - -- V) PVC CLASS 315 IRRIGATION MAIN,Y AND 2-11r Z Q r� a a r co ¢ _ mss, .._10t 21 O .... .... . ... IhI GROUMCOVER AREAS .. ...... ...... . ._......... -. ... ...... . . _ PVC SCHEDULE 40 SLEEVE ........ ». (/2 _ r y q " U •• COPPER TYPE K' SERVICE LINE ■ CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND CALSENSE. NOTE: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS W di� ° �� =_` //f� -.•.-.. ���"` _ ..,___ '... a -T f,/ z CONTACT CITY MAINTENANCE DEPARTMENT FOR CITY REPRESENTATIVE REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLATION. REFER TO MANUFACTURERS LITERATURE. v - 1rr q _ � 2/?, �rr / ■ AND CALSENSE AT I'!► r its -""- ■ L 2075 CORTE NOGAL, SUITE P. CARLSBAD CA. 92009 i�� ---------------1 -------------------- --�- - ____ TEL. (74a) 438- 0525. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR 11 gg 1340 I OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ONTO WALKS, STREETS, WALLS ETC. ■����■ ***f w as �. • I`f ,lJ - II l l B l0 89 wi I '' ■ / THIS SHALL INCLUDE THE SELECTION OF THE DEGREE OF ARC AND THE CHOICE OF M .•• • #■:� 4� - 1820 y r 1935 1 37 - I I Ib80 PRESSURE COMPENSATING NOZZLE SCREENS TO FIT ALL EXISTING CONDITIONS.WHEN e I r I MAT HLINE B ■+� -l_-- 2 -- -- k'� I ■ f i : VERTICAL OBSTRUCTIONS ( FIRE HYDRANTS, STREET LIGHTS, TREES ETC. INTERFERE SEE AE OVE RI T I _ - - _ I WITH THE SPRINKLER HEADS SO AS TO PREVENT PROPER'COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER /. CO ROLLER'A' IN ENCLOSURE. .OLLER'B' IN ENCLOSURE. LOCATE CONTROLLER AS DIRECTED BY A REPRESE E 24� OR HALF HEAD ON EACH SIDE OF THE OBSTRUCTION AS REQUIRED TO PROVIDE PROPER CALSENSE ET-1-40-D R. WITH ANT-1 PORT. SENSE ET-1-32-D' R. WITH ANT-1 PORT. OF THE CITY OF RANCHO CUCAMONGA. 220' A 23 COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST. I'h A 8 ENCLOSURE TO BE PER STD. DRWG. ENCLOSURE TO BE PER STD. DRWG. IS50 5ET AT 9D FS USE STRONGBOX SB 2455/ 120 VOLT ENCLO USE STRONG BOX SB 2455/ 120 VOLT ENCLOSURE CONTRACTOR SHALL APPLY AND PAY FOR THE A22 -tom (1` ore WITH ELECTRICAL METER ENCLOSED. WITH ELECTRICAL METER ENCLOSED. INSTALLATION Or ELECTRICAL SERVICE TO CONTROLLER.; ••'••21 INSTALL(1) ORANGE COLOR SPARE INSTALL(1) ORANGE COLOR SPARE WIRE IN �L EACH DIRECTION TO FURTHERMO INT. EACH DIRECTION TO POINT. Iaoo A20 w ft r/a s�ar 90 t'�3I � y I Soo A 14 15 14 SU f4 I$ A A?�} IQ40 A4 LOCATE ALL EQUIPMENT AS DIRECTED BY THE CITY. 412 A13 A15 A14 1850 a 17 .... "- p 2 / I (" to ``, ;.i.gPF �g 40 �vNrZ� l.�`sr�t,cr< �'7WEEN ryv/fs Co447'!oN 5 (50 o w � Iy2 � 2 3 �o v � � 2 2 0 .... l� 4 _ P 5 _ _ _ q W .... ..... 1 POINT OF CONNECTION DETAIL f �� rz ryg 1r4,, UJ ■ r , ` Y r 9/j r C j �i1 ¢ s o--� �llb 2 U j 4l - -- 1° (, 1 2° 4�, - LL / f� ¢ m w a _ -- _ _ - � ¢ - /y a _ ' - 19� A 25 30-99 M !f('s .' , P'_ r- -•_- r- 2400 -- -,r-tet 1 'a Ir 0 LU _j ' �gVAOu CD y 4 - ■ _ / � d a - � � t .2400 : r Z G � O m A fO a o Y 0 ■ 2.Ot�o All !� -- _ �� .A.`u,- ;y ,r �� -- -- � ¢ r/a �,. �. wz �,� A2 2�a a. �� /41� 22 40 VI C TO RIA A 2q i w w m : h ! c A q�le y 7 ?5 K LANE . W �0 I6 2 v A34 wQ An 14 0 0 ` _ r W ■ qy A3.3 2 r---�, - /� - rk �, r� DESCRIPTION OF REVISION DATE ACITY PPROVED: hV U kLli 3� l}- 2_� ..... ..... ' o---0 r �. o _. .. ._. . Y OF RANCHO CUCAMONGA _Z ■ ..... �_ � y ...-.. _ TRENCHING PER r / !Y2 Nz lt1 _. ....�n - - - / ._. r VJ- U • STD. � ,� - 14534 STREETSCAPE . DR1NG 526 g Ole r -- 2' _ - -- - �_ �}- �� - Y Q ■ `--"ter_ '_ ._ -_ l � ��� �� ��(/ bL �.- �-� _ .. � ... . 2 ■ TION P �Z Q ---� -- LAN y ■ �Z 1 _ B 9 ■ 2� � y �'' s Irr' ! d ... r7oo APPROVED BY - _ , _ . 6 r6 _ . 2 � rt. D A ■, - - `A - ; \ _ _ CITY ENGINEER RCE N0A� ----- --------------- ------------------------ -* - 182b B i� 8 ? �� ad 1�4 B5 r ,' «. DESIGN RECOMMENDED i B3 1570 B�} I`lP0 3�):.: ■ I I I 12 =-- -- ly 3� 2 3� ` ? ' S 1 r I w2 i �, ��� " I -SHE IRRIGATION SYSTEM M BASED UPON MAXIMUM OF 3 OF WATER DRAWN RJM �T 4 J� .c;' �� PER.WEEK FOR TURF ANO 2" FOR SHRUB/GROUNDCOVER AREAS. Toby Mertens-Irrigatioh`CortsuRartt DESIGN GROUP, INC. WATER TO BE APPLIED•FOR A MAXIMUM OF 8 HOURS PER NIGHT FOR '" PtANNI c AM urmSCAP=ARCRrITIM I! L- 9 333 Avenida Adobe m•.W r r.a iW=s•,Wm-•wx,.n rr - INSTALL ALL MAIN LINES AND VALVES 5 DAYS A WEEK. BETWEEN THE HOURS OF 9 PM TO 5 AM. ONLY ONE San Clemente,CA.92672 "" = CHECKED DRAWING SLEEVE ALL PIPES UNDER SIDEWALKS IN•GROUNCOVER AREAS. VALVE PER CONTROLLER SHALL OPERATE AT THE SAME TIME. Tel(714)498-4483 Fsz(714)4924312 0 10',, 20' 30' 60' -To5 SNEE-r VOIDED 5Y Q• ADDITION 3 ► 01-16-N OF SNEE:T 1•A .OF . .. .. . .-.. .-.•-.ems--T ->---,-. .-,.,r...-, -,.. .,...,-s-. I CITY IllSURE CALCULATIONS Lv x ! ROCHESTER AVENUE 1 14-56 W CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS C l 1 I WATCnl.1CTER. T SIZE 2' Q r - �/ ELEVATION '00 WATER METER 0 1 SIZE Q W ;l \ 1 .r GLS ■ l STATIC Pa[SsuRE N:cN 9.5/moi Low _ ___ WATER METER ! 7 SIZE Q Q� O� W 1300 G23 GQQ n ■ 1395' ELEVATION C �� W �'�� C �A, rD�O A �` I-/�Q ■ SOURCE OF MFORI.unON Mr. RichiM On.<Rc:f ELEVATION 1395 r 1350 Flo 1 r U1 Iy ZWt I 5 �� 1O G ■ O DATE OF 1141 oE. c_c.K.n���� - --- _ STATIC PRESSURE WGH /�Q S PS/ LOW STATIC PRESSURE Mr. Richard /�/ LOW 3b 120 / Z� f! I 7 Oq ■ W DATcoF,urorwATON _?1^71-7- -- SOURCE OFiNFO T)ON �aRichard( l Q�7-259/ PH0SOU1ENU1!BERCE OF ORMJIT)ON CrC WiD.� (JO�f .... - ISt 4 - - - _ ry� li MEANELEVATION 1 OUIRE D IF STA TIC PRE SSUR E UNKNOWN PHONE NUMBER DATED f7F,RA4AT10N - W L)L�G� _{ I4 s„ v v - _ R DATE OF INFORMATION F) y ,_,,:�� .savc 000000000000 00000000uD 3 Q �` ep / d �(• � ■ /G4 RE _ v.; D aDaa oaDoa �„ y _ _ ELEVATION I) p ¢B EOU)REO lF STATIC PRESSURE UNKNO .-- - - o000000000000a000 _ - - ' 1 WATCRMETE �/9 9 7 CSF r " ---- -__ __ 00000 _ � - ■ /34S WRED IF STATIC PRESSURE U Kil MEAN ELEVATION / R WFf - r- - _ W /a�/S H.G-L MEAN ELEVATION /b¢-R (RE KKN wNJ �( - _- 1y/,� 2�" -IIB _ ' n Z-� - •• ""' - • eoCV C 6 0pe Ill �� O IW '�f -. _ -. d 7Q' -_ __ _ - Nf - _moi ■ v J REMOTE CONTROL VALVE SIZE 4 Y 0 v e \ - - _ / / '� _ _ _ d - - _ SLEYATI NOF ,--� ._ _ 1p ELEVATION 0 9S ELEVATION 0 r � Y oo 8 'Ja p l ,� ■ , , s . . W I� -T•.. � y �o _�t, ..• - - - - 7. HI-POP SHRUB HEAD 800'Y SET TO �I rn 1/4" ABOVE FINISH GRADE ; p *SNAP-TRE WATERPROOF FINISH GRADE Z .d CONNECTOR OR EQUAL ROUND PLASM VALVE BOX 3 WIRE SERVICE LOOP (LOOP COVER ETCHED 'IRRIGATION GATE ENOUGH WIRE TO EXTEND WIRE - - - (CARSON OR EQUAL) BUNDLE 6" ABOVE GRADE) -i i- _ t, z _I-II-III I S I-I�I < � FINISH GRADE SPLICE BOX COVER WITH I I I=1 (=III I I-1 I F I - _- LOCKING TOP ETCHED "S.8' I- b -I I I=I I Iti 11=11I �71 I I I I I I=1 I I I 11= AT GRADE IN LAWN AREAS Z _9II- III- I I I III III I I-I I VALVE - 1 1/r OR SMALLER WITH =1 I II I=1 I I g z I - _ IN PLANTER BEDS -,i,- - I I I I I�I STAINLESS STEEL HANDLE - � - III - III- W _I-I III 11=1 I I _ E�uENT WEDGE - r OR LARGER wrtH v� -III CLEAN BACKFILL - SEE TE VALVE r oPERAnNG NUT II it II Ii I i I i I1 I _ - SPECS. FOR MATERIAL. PDXY COATED N I I-I I I Sox COMPACTION REQUIRED I III- I II z -1 I I I I- m VALVE If X 18' GREEN PLASTIC METER i-I NON-PRESSURE LATERAL UNE: III I I- SCM. 40 SNAKE PIPE IN BOX. CARSON OR EQUAL : I TRENCH m -III _ 3 - PRESSURE SUPPLY UNE: I II I II III-I IIISCH. 40/CL 315 SNAKE _ PIPE IN TRENCH SCH 40 PVC _I-III fl=Fl - -I I I-I _ _ _ MARLEX 90' STREET ELL 90' STREET ELL _ - WIRES - BUNDLE -I I I _ I-I I AND TAPE AT 15' O.C. AND (� NON-PRESSURE _ _ - INSTALLaq e I # MARLEX 90' STREET ELL II I III I � I -- 0 / LATERAL FITTING -) -- � t - I III I I PRESSURE SUPPLY LINE b ,e L .d•-P w o �Q°. NON-PRESSURE LATERAL UNE SCH AL PVC NIPPLE III I I I 1 I I III-I I I_I I I- PROVIDE E MIN. of SAND TYPICAL (2) PLACES 24 VOLT WIRES. TAPED AND I I-I 6' TYP• 11=1 I�l I I I 11�I I b I ANTI-DRAIN VALVE AS REQUIRED BEDDING AND SHADDING N BU OILED AT 15 FT. INTERVALS 2 CU. FT. PEA GRAVEL NOTE: 3/4 WASHED CRUSHED AGGREGATE BASE 1. LOCATE HEAD r TO 6• FROM WALKS. CURBS, HARDSCAPING, MOW STRIPS, NOTES: AND EDGES OF LAWN. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. USE TEFLON TAPE ON ALL MALE THREADS. NOTE; 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 3. INSTALL HEADS WiTH INTERNAL CHECK VALVE AND PRESSURE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90• CHANGES IN DIRECTION. 3. INSTALL VALVES IN PUNT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. COMPENSATING FEATURE AS PER THE IRRIGATION PUN. 2. PRESSURE SUPPLY UNE: 2 1/f AND SMALLER 18" MIN. DEPTH 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. / 5. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ♦ 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 3 AND LARGER 24" MIN. DEPTH 6. ATTACH METAL VALVE IDENTIFICATION TAG WiTH APPROPRIATE CONTROLLER AND VALVE NUMBER. A APPROVE CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARD PLANBy. i APPROVED CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARD �� APPROVED CITY OF RANCHO CUCAMONGA, CALIFORNIA STAmw° PLAN BY- ,;APPROVED CITY OF RANCHO CUCAMONGA, CALIFORNIA 24 VOLT SPLICE BOR Ell-POP SHRUB SPRAY TYPICAL TRENCHING VALVE STANDARD PLAN 540 _ 539 _ 532 _ - 3" or smaller 518 CITY ENGINEER DATE USE mm STANDARD SPECIFICATONS FOR PUBLIC NARKS OOMSTR{/GTmM N1 CITY ENGINEER DATE UN WITH STANDARD SPECIFICATIONS FOR PUIUC WORKS CONSTRt)CTON CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUKJC WORKS CONSTRUCTION 1y CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUAJC MONIS CONSTRUCTION SHEET 1 ff 1 `R.C.E 249 SHEET 1 OF 1 R.C.E. 249N SHEET 1 CF i c RCE. •24953 SHEET 1 OF I POP-UP TURF HEAD BODY SET TO S 1/4" ABOVE FINISH GRADE SCH eD PMC UNION D FINISH GRADE JOVER � P�� VALVE 80X � PLASTIC VALVE BOX R COVER: STRUCTURE OR ETCHED 'PRESSURE REGULATOIr ( ) � SON OR EQUAL) ETCHED "QC" CARSON OR EQUAL HARDSCAPING WNiTE _ -- -- I---_-- _ --- - FINISH GRADE FINISH GRADE BLS -I I(_ _ _ _ L G' MM.J -III-I I I-III-I I I I a I 1-III- L�X. 1-1 I 1-1101 II-I I I III-( 11=I AT GRADE IN LAWN AREAS 1 r�" MAX. LT i � 'SNA.-TLTE- WATERPRoolf 'I I-1 I I I 1=1 11 i Imo_ CON ECTOR OR EQUAL I I-1 11 (I1-1 ' EiRIGATION CONTROLLER LOOP a�uLEi4=�L��o w -g]! I -- - • ACK III i -- � - Z _ ,I I I I I I I I I I VIII-III=I 11= WATERPROOF ALL 3DNP QUICK VALVE PRESSURE REGULATOR PLASTIC VALVE BOX ICARsoN OR COUPLING ti EOUAU WITH PLASTIC INTEGRATED 1 CONECTIONS » III 111 II LOCIONQ LD. PLACE AT GRADE IN As PER BTD. WITH PURPLE TURF AREAS AND Y ABOVE M DETAIL 520 x >K SCH 80 PVC NIPPLE RUBBER CAP PIPE TO BACKFLOW PLANT SED. (MINIMUM Y LONG) STAINLESS STEEL FROM 3" 3" 1 MINIMUM CLAMPPREVENTOR SCREW 3PUKES .I I PIG TAI EXPAIISiON ,,• i LOOP 011N.24" LONG! » k SCM 80 NIPPLE - 6' LONG I (_ FLOW SCH 40 PVC 3/4 WASHED TXT 90 ELL Z,D CRUSHED ► > < f I I�I f I I�I I I I OF 14 BLUE MARLEX 90' STREET ELL AGGREGATE BASE •►•: �� b �►: �� �� f'A f� IARRES �Y REO �� MASTER coKrROL SCM 40 BRASS NIPPLE b :dp►P _ 111-III_ MARLEX 90' ELL 24 LONG I-III-I PLOW METER D A WM s� Ora AI FLOW NON-PRESSURE 3/� WASHED CIIUSHED METER Its LATERAL FITTING AGGREGATE BASE IIADIEm EAI!IIS AS FLOW UNTIDI � NON-PRESSURE LATERAL LINE SCH 40 BRASS 9(r ELL SCH eD PVC 900 MI TER UP TD, PO DOrMMTREAM OF STREET ELL SCH 40 BRASS 900 NOTES: UNINTERRUPTED, PIE ISx DIAMETEIR �: 1. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. OF FLOW DIETER BREI STREET Ell 1. LOCATE HERO r TO E FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, PRESSURE SUPPLY 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. t1MW M OWTAWN tIPlT1lAM OF AND EDGES OF LAWN. UNE FITTING /4 REBAR STAKE 3. PUCE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. LOONTERRUPTED PiPE IiOX DIAMETER 24" LONG) 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. OF FLOW METER BREI 2. USE TEFLON TAPE ON ALL MALE THREADS. PRESSURE SUPPLY LINE 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. NOTE: 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA • APPROVED DY- STANDARD PLAN APPROVED DYE PRESSURE REGULATOR VALVE o FIAT► METER INSTALLATION STANDARD PLAN APED BY, STANDARD PLA" APPROVED BY- QUICK COUPLING VALVE STAMD'r'D PLA" _ 519 516 POP-UP TURF SPRAY HEAD 537 _ FOR ALL TURF AREAS 536 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRt1CTOM �sy CITY ENGINEER DAUSE WITH SfANONID yECM1f•J�i1dIS FOR NRIC NORI(S C016TR1CTION CITY ENGINEER CITY ENGINEER R.C.E. 249 - SHEET 1 1! 1 a R.C.E.. •249 SHEET I If I R�_2A01_ 2�� DA U!C WITH STANDAR° SPECIFICATKMIS FOR ►LABII WORKS CONSTRUCTION SHEET 1 1 R.C.E. 24ER DATE USE WRH STANDARD SPECIFICATIONS FOR Pl1DUC WORKS MIKTRl1CT10N SHEET 1 1 O s'. Li S�i•`4�C TO SPRINKLER - ANGLE PIPE TOBOX SPECIFIED DEPTH WiTH 45 ELLS �4 srnONc SB-24M 2OV STAND ALONE CONTROLLER WITH ANTENNA AL1 STALL BFP IAA BTR-01 F�pX BACKFLOW PREVENTER �(, q SCH 40 PVC MALE ADAPTOR ASSEMBLY Q �A� � (oOAL ALUMIMLIM Ei �U26ymA SCH 80 PVC UNION Pow "SNAP-TRE WATERPROOF NIPPLE - TYPICAL EPDXY FILLED LOCATED �Y �' It CONNECTORS OR EQUAL (4) PLACES C? z BRASS OR PVC NIPPLE r- __ - HARDSCAPiNG(SEE NOTE 4) OUTSIDE STLL OF SOX a f ilii COAXIAL CASLE W { } y� ELECTRIC CONTROL VALVE � �� MBTALLATHOII/LOCATI011 1 p ; __-- ENCLOSURE TO BE GROUNDED PER PER CiTY AND CALSEN,1E " [i W PLASTIC VALVE BOX LOCAL CODE. GROUND ROD TO BE REPRfSENTATIYE "I"'It. m S '' MARKED "IRRIGATION RCV" ( I ��R, I, rr� INSTALLED INSIDE ENCLOSURE. ON 1,'„LIiYl ti CALSIP"M CONTROLLERCONTROLLER x.� z (CARSON OR EQUAL I NIPPLE '4 �� (� r• �- W ETCHED WiTH CONTROLLER I _ _ _d I _ a AND VALVE SEQUENCE I !� THICK X 12' WIDE - - - ` MODE► NO. PER PLANS ---- CONCRETE PAD (LENGTH VARIES = I =-_ ► G MIN. FINISH GRADE I BRASS WYE STRAINER I PER SIZE/MANUFACTURER) I-I I I I I-I I I-I I I FINISH Uo VOLT DUPLEX CALSE"W NARHM WITH 60 MESH b I SLOPE OPE TO DRAIN AT MINIMUM III -I III-) I GRADE II I I OUTLET IGFCO ® F OF CA00 MONEL SCREEN -III I I-III 11 1 1 3•-C X 3'-Ir X 6 CONCRETE TERMRIAL STRIPS TO z SIDEWALK UNION FINISH GRADE ��� _ _ _ I-i III MIN. 1�J I FOOTING INSTALL A MINIMUM OF MATCH CONTROLLER 2X 3• ABOVE GRADE AND SLOPE SIZE. ATTACH IRRIGATION REQUIRED FOR Z = CLEAN BACKFILL - SEE IDI b 70P TO DRAIN AT MINIMUM OF 27E. REMOTE PIGTAIL AEG. I - PIPE THROUGH - SPECS. FOR MATERIAL LI-1_' _ SENSOR _ -III _ III PER PLANS WHERE =I I I=III- CONCRETE PAD I=1 I I 90% COMPACTION REQUIRED to I-�I -� I-I I I 1 1 I-I 1 1-I I I- - � REQUIRED 2 I - • -_ _ _ - - -I I'' •� _ _ �� - S PIC TAIL EXPANSION 2 1 I III I I - •I =1' NIPPLE - TYPICAL N -III I I- I-III-III I I I-III-III-I I COMMON /C=.W�Es IN FEtp wBREB _ LOOP (MIN. 24' LONG) _I I FROM WATER SOURCE I I I I- (2) PLACES I=I I PROVIDE s" MIN. OF SAND III-III-I i I I-III-III- r +-w f BRASS ANGLE = SCH 40 PVC MALE = BEDDING AND SHADDING 120 VOLT WIRE IN ROD STEEL s" DESCRIPTION OF R E V I S I 0 N DATE CITY / - _ APPROVED: l _ - _ � FLOW VALVE W/UNION � (I I - 90% COMPACTION ' I ADAPTOR - . . . . . . . . . . . . . . . . . . . . . . . . - TO�DPOWERPSIDEL of ael�) 90' SCEP ELL I REQUIRED I i 111 _ h � 3/4" WASHED -III- . .'. . . . . . .'. . .'. .'.'.'.'.'.'.'.'. . . . I I o.p;o - _ ENCLOSURE MOVNT CITY O F RANCHO CUCAMONGA _ _ -III II-II 2 0 •�� _ CRUSHED AGGREGATE f- _ _ . . . . . . . . . . . . . . . . . . . _ oo-a, - 0 METER - �; II� -III-I III- ART i ANTDMA PORT EPDXY ••DLP � :��P ap• I I M• • ; _ HEAVY DUTY WEATHER - RE85TANT FILLED LOCATED OUTSIDE Of LL I=III CONTROL WIRE SLEEVE I I- LINE TO SYSTEMS - PHOTO ELECTRIC SWITCH FOR SECURITY F BOX. INSTALLATION/LOCATION NOTEM SIZE PER PLAN INSTALL LIGHT CONTROL AS REOUIRED PER I , PER CRY AND CALCENSE REP. fI I LI I I-��� ;; SCH 80 PVC NIPPLE CONCRETE THRUST BLOCK ELS -1 I I=I ' : : :: : : : : : : : : : : : : : III- ADJACENT TO PRESSURES ® , t � oO „�0 LDS�E LOCAL COMTRMTXW TRACT 14534 STR EETS CAP E CONTROL do COMMON WIRES PER CCWD STANDARDS TYPICAL (4) PLACES SUPPLY LINE GID PIPE AND RELATED FITTINGS SHALL BE PER I-III I I I I ELECTRIC METER PER SCE -- CUCAMONGA COUNTY WATER DISTRICT STANDARDS. -III=I = _ _ _ = PRESSURE SUPPLY UNE CONTROLLER MODEL NO. L ( I I CONTROL WERE SEOREtICE TO CORRFSPCM TO THE PLAN'S OEBIGN CONTRACTOR SHALL VERIFY WITH CCWJ PRIOR TO I ( I-I I I I i I-III-I I 1=1 I SLEEVE - SIZE TWICE SSURE PLANS.CONTROLLER -1 I SEQUENCE OF REMOTE °°NTROL VALVES. IRRIGATION DETAILS ��: CONSTRUCTION. � _ DIAMETER Of PRESSURE �T�,T� STD. -1 I I I SUPPLY LINE IL RIMA ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH 1. INSTALL PER LOCAL CODES. 6" TYP. SECURITY LIGHT I i J BRANCH OF THE MARLINE FOR FUTURE USE. PIGTAIL EACH ORANGE BRASS NIPPLE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY TIMER REQUIRED PER L, WIRE AT THE ENCLOSURE SCH 40 PVC SXSXT TEE STRUCTURES OR HARDSCAPING. NON-PRESSURE LATERAL PLANS. FINISH GRADE 5 BOUND ROD I COMMON WINE TO BE tIY11TE AND CONTROL WN1E TO BE RED M COLOR PRESSURE SUPPLY LINE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) LINE SLEEVE - SIZE TWICE 11 I1 I I I NOTES: MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOS: DIAMETER OF NON-PRESSURE �CbmCONDUIT LrHT MIN I I I I III R NO SPLICES SHALL WE MADE BETWEEN CONTROLLER AID (EMOTE LATERAL LINE C01''"40L VALVES. , 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. 1. ALL SLEEVES TO BE SCH 40 PVC. WIRING. 2 120 VOLT WARE IN Rlao APPROVED B Y 2. INSTALL VALVES IN PUNT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HAROSCAPING AT BOTH ENDS. Sian CONDUIT (�+ DATE: LOCAL CODE) S. AIR 1 ANTENiUA PORT TO BE CONNECTED TO DIGITAL TRIRRC RADIO 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. $ 6. DIALETiC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. _I 0"21 AND BE OPERABLE TO THE CITY YARDS CENTRAL COWUTER CITY ENGINEER - RCE N 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISIMIUR MCTALS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CiTY I- - _ -- ,,tt SYSTEM PRIOR TO ACCEPTANCE 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND l 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER STD. N0. 120 (24" MIN. TO 36' MAX DEPTH TO TOP OF PIPE BELOW I I F DESIGN RECOMMENDED VALVE NUMBER. WHEN MAINLINE IS E URGER. STRUCTURAL SECTION). A 7. ALL ELECTRICAL DEVICES SHALL EE GROU DED PER LOCAL CODE R CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA DRAWN H:APPROVED BY, STANDARD PLAN PL APPROVED DY- STANDARD PLAN l APPROVED DY' STANDARD PLM( w APPROVED BY, STANDARD PLAN N:APPROVED DY- STANDARD PLAN RJM SHEET REMOTE CONTROL VALVE WITH REDUCED PRESSURE CONTROLLER ENCLOSURE CONTROLLER ASSEMBLY DESIGN GROUP, INC. _ SHUT-OFF VALVE & UNION 520 _ BACKFLOW PREVENTER TYPICAL SLEEVING TM PLANNING AND LANDSCAPE ARCffrrtMR2 517 533 - TYPE A 522 � INSTALLATION - TYPE A 524 L'2 OF__9, CITY ENGINEER DATE USE IRTH STAMM" SPECIFICATIONS FOR PUBLIC WORKS CONSTRICTION 5 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRl1CT10N CITY ENGINEER .- TINE u+■u�.a wlen r,ruWo...WNo.v rw, SHEET I OF I DATE USE WITH STANDARD SPECIFICATIONS FOR PUKIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPEOFICATKNNS FOR Pt1BUC WORKS CONSMPCTIOH CITY ENGINEER DATE USE MIH STANDARD SPECIFICATIONS FOR ►URIC WORKS CONNSTRUCTION DRAWING NG. RL.E. 24p•' - SHEET 1 1 SHEET R.C.E.��0 - SHEET 1 OF 1 Z�A� 24953 CHECKED 4 R.C.E. SHEET 1 OF 1 RLC E. SHEET 1 1 TM OF �v Li W ►- RT_ 7X5 X.. X T-2-01 T_2ROCHESTEA�NUE 5 I o MERGENCY T-' PLANTING LEGEND - � - - ACCESS — 00 `W OF 9G7� ­_00 - "oo"000'o'000000 00 — — 00000000000000000 00o W °°°° ° °° ° W SYMBOL BOTANICAL NAME COMMON NAME SIy REMARKS 000 000000 — — _ — (n P_ .0000000000 — — — — — — — — — — — — — — — — — _ — — — — —_ w 0 '°°°°°° _ � - - - O T-1 BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL 25 25' O.C. 0 ry ( L -_ - , _— ------- - - - w X I --------- _ - I I• z Xr Q, w\ I ( n II = I- w U 'U- 9' C I a, ` W I - Q J a T-2 RHUS LANCEA AFRICAN SUMAC 15 GAL 22 20' O.C. I- O ' J W � — 5 m W 6 T-1 W + T-3 KOELREUTARIA PANICULATA GOLDENRAIN TREE 24" BOX 8 35' O.C. PLANT 4'-0' MIN. > 5 4 5 T-2 ___ -_- ��±T- --- FROM HARDSCAPE o ROCHESTER T-2 T-, WI - _ - - - -__ - _ - _-_-- - ° W o °o o °o o ° o ° .— — — o°0°0°0 oOo°000 ° ° ',. ° V. °°°°°° ° ° — — Z T-4 PINUS CANARIENSIS 15 GAL 25' O.C. — ° ° ° ° ° °000°o°o ° ° J CANARY ISLAND PINE ANT 4'-0' MIN. _ - , OM HARDSCAPE 1 U V e T-5 LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL 35 25' O.C. PLANQ I � \ FROM THARDSCAPE m ' 8 7 6 6 T-4 T-5 T-4 T-7 T-6 EUCALYPTUS CLADOCALYX SUGAR GUM 5 GAL 28 25' O.C. PLANT 4'-0' MIN. 1 00) — _ 4 FROM HARDSCAPE 140 --- / T-7 EUCALYPTUS MACULATA SPOTTED GUM 5 GAL 12 25' O.C. - - - 401 _ - . 14 - PLANT 4' 0' MIN o -- FROM HARDSCAPE 3 W T-4 4 W T-6 --j 3 T-5 ' VI RIA T-6 ,:,�- LANE i 4 1 + 1 � -r ---- -- U X39' - 1399,1 56� i398.a , - Z ---- _ _--�_ —_- -- —--- ------ - - ---- r --- ----�,�---- ----__—_ —,- N _ - s�cf,r - - — __ No'TE.' PLANS ARE APPROVED WITH "IME UTILITY LEGEND 2 _ _ _ _ _ _ _ - - - - UNPERSTANDINO IHI I'HE M09M SLOPES :;; - T-4 .. - - ---- _-- - STREET LIGHTS _ I N -- - --- - oro VtcTojt►A PAtt�c NE 4tF To 6E 5EE CIVIL ENGINEEfz'5 57EEr � IRRIGATION WATER METER comvuir-�LY >_.ArNGscl►t�Ep AMC tI�RICe tip M DI���AMErIT' � 8 Y AP'F'�H 4 �DEPP-E�ION. _. 2 (n I ?o THE TbP OF FL.000 16�►SIN SLOPE . FIRE HYDRANT Ill m1 ( A..' T-4 REv�sIoNS PE1�1DiN� . MAT HLINE B, _� , 3 SEE A OVE RIGHT i (� 2 T43 / / j • T 6 SOU ER CALIF RN I A, tDISON C P TY FLOOD CONTROL `pNDSCgp� qy q9C� lo p 77 6 9 10 T-7 T-4 T-4 a 4 . (140U) SEE T�,AcT 15871 FOR T-4 PLANT-INC IMPtW\LI5MENT5 cc 99 IS A 9 0 -- — - -- ---- - w N 1716 , qlf OF C OPN�P 3 8 _ 4 5 �-- — - T-6 _ - 0 10' 20' 30' 60' ' T-5 T-5 - LANE _ °' T-5 -� ADP S.C.E. ACCESS MvI R,404 T p _VI AeNl 6y PZM 7Iz.7 VICTORIA T _ DESCRIPTION OF REVISION DATE CITY Z` ' ___ t��` -�...� APPROVED: 5 - - - - CITY OF RANCHO CUCAMONGA --- - ----- - - ---__ - -- - _ TRACT 14534 STREETSCAPE - __-- - - 59 - - - - - _ --- -- - _ - -- - - PLANTING PLAN (TREE) 1387, r X DATE: ----------�' a APPROVED B Y F1�� CITY ENGINEER RCE NO 24 _ 9 5 1388,7 ~- f � ^ �� ' DESIGN RECOMMENDED I I ( 3 ` RAG 51 48 4 T_ SOUTHE 1V., CAS 0R/N I A EDISON ; Of PROPER 1Y DRAWN RJM SHEET ' (n ( I I 2 T 3 6 }+:, �� �.�%' r �� -� 1\ DESIGN GROUP, INC. / 4 7 �� _ ,ry^� RAG PLANNING AND LANDSCAPE ARCRRECTUn L-3 F 9 1 tfW W YIMV,/R}S W.I�OF VRfO.4�M�I T-6 2MO CHECKED DRAWING NO. LR 1Cn0'7 -L 3CX%/AP-3A 02-10-" PROJECT SHT. N0. OF tv i W 4w__1 X �` J X~ ROCHES X --- + -1 AVEN i -K' - '- o - � { r ; -- GENc i - - ,- _ ------- UE T_ - _- m ACCESS � I PLANTING LEGEND (NORTHERN SLOPE) - c LiE Of ;. i I J W i w SYMBOL BOTANICAL NAME COMMON NAME SrZE ,Q�_ REMARKS cn w I Q I N _ dACi 1'CI`ON �O�UL� _' BOTTLE TQEE I�5 GAL 25 W � v x X~ n _Z—_J U- r`�f O, w .- w °` W rr- U J 15 u� ,cz W _ Q ` _F Qt'j L �1CA AFQiCA SU11L \ L 22 20' O.C. � OJ • r+ v cc w cy- r W ui ON24 BOX O.C.LJ ; _ Z) L - "GOLD NQ41N � - L�Of PL- ' T 4' Q' i - I _ I j A� 'i 1+ti i T 2 � � , i Q ROCHESTER AVENUE-- LLJ .7 t1J ','• 3 J T-4 PIAS CANARDS CANARY ISLAND PIKE 15 GAL 32 25' O.C. Q - = PLANT W-O' MV. F-- FROM HAl2DSCAPE Ld z y Q J r 1 % '' o T-5 UOMAMBAR STYRACFLUASWEET GLAA 15 GAL 3 25' O.C. < ^ 5 PLANT 4'-O' MV. tK`vn7 3 4 FROM HAl2DSCAPE i NOTE: T-4 T-5 T-4 T-7 SN. PR0VEME)KSjN C IA LANE r - - T- _�cA�YPYus cLL �ocL�L� x ��GL:� cutis 5 GAL 2 . 2�' o.c. PANT '-O' —(I 00) 4a��, - .i 1405) - 403 + T 7 EUCALI'PTUS MACIJI.ATA SPOTTED GUM 5 GAL 6 25' O C , _ -O' PLANT 4' MV. 77 - - __----._.. . 1401 - ._ __ ._- -- _._ _. 140 - __•._ _ ._ - __ - ____ _ _ -__ _ _ - - - - -- - FROM HARDSCAPE b , Ld 0 9 r ` ... __ j ..._.... J \4 RIA �y,- PARK _ �? LANE 4 0 { j Q j 400 -- --- } UTILITY LEGEND U M J STREET LIGHTS IRRIGATION WATER METER J i, FIRE HYDRANT - 5 _ 1 I C MAI HLINE B, + _ - _. . l - i SEE A ovE RUT11 F - SOUTHER. PROPERTY A r, , I 5 , 15 V � I I - - - T-4 I r T-7 I FLOOD CONTROL OU) 1 l _ -... .._ ..:__.. ...a-••'rte - — f kl _ c C 2� 13 5 � a T c 0 10 20 30 60 r CT0 ,_�__ - _ -. __ LAN RIA - T- --- � DESCRIPTION OF REVISION - _ 139 DATE J . r t CITY APPROVED: - --- - - S��-- - 'v ' - 1 - - -- i -� — .Y - CITY - r--- - - AZ - - _ �Y_ y � OF RANCHO CUCAMONGA _. __ _ ---. - -- - _ -—i a - - -- - - TRACT 14534 STREETSCAPE . r . 9 i _ ____ 63 --__ _ I t _ 71 _ --- PLANTING PLAN (TREE) 1387, - - _ NORTHERN SLOPE _ - - - s APPROVED BY :-��'1� x DATE: : 3 —(1389) RAN i � I�_..____:____--- •. : ..... - �" � �( � ° F CITY ENGINEER • l/CL,� Ja►.i�r �,,�L.,<� RCE E N I " 1 9 DESIGN Y 249 3 ,. .•, 1388.7 �- 1386 oy RECOMMENDED S 1 '• : :, f - W RAG �- � 48 - r _ ___ �y N C 0 , NI EDISON 0. PROPER * t * DRAWN RJM V) r �. I i T � WN SHEET ,` ., \ s� RAG DESIGN �R AMS L—3A 200 rF o�` OF -C�L%E CHECKED DRAWING N0. LR l(yo7-L 4 =X/V-3A 06-11-n PROJECT SHT. N0. OF i i i F-7-1 PLANTING LEGEND cv 38 C-6 -- 47 19 __ ' w -1 J • BOTANICAL NAME COMMON NAME SIZE QTY REMARKS X -4 XW '3" C-5 X m _4 C-5 JN, ONROCHESTE 25 CA AVENUE S_4 0 ' MERGENCY � __j S-1 CISTUS PURPUREUS ORCHID ROCKROSE 5 GAL. 59 4' 0.C. w - " - - - ACCESS — m 58 -UW - S-6 1111°°o°°o°°°°°°°°°°°°°°oo°°oo°°000°°oo - I , °o°° ° °° ° ° ° ° ° ° w S-2 SALVIA GREGGII NCN 1GAL. 138 4' 0.C. - - - - - Tl - /0000000 / / / - l ,/ r / r r r J�/� 000 1 — - /W " � ' l/ "f //ll �l.t�J71�--000-0 o 0 0 0 �_--- y -- -- � / S-3 ARCHTOSTAPHYLOS NCN 5 GAL. 144 3' 0.C. _ \ 16 ( - EMERALD CARPET Li X L w I 44 n --� ' S-4 MYOPORUM PARVIFOLIUM NCN 1 GAL. 170 5' 0.C. 42 3 34 a` ON Q, 33 �^� S_ -3 15 r : FU- ' J S 310 < S-5 BACCHARIS CENTENNIAL COYOTE BRUSH 5 GAL. © 31 5 0.C. _ -- 15 -- -- -1 C-1 -1 ' O S-6 AGAPANTHUS AFRICANUS LILY-OF-THE-NILE 1 GAL. -114$ 2' 0.C. C-5 -- 40 -4 W 7 18 H R 20 67 C-5 A't 'C- _ _ - - S--4- - -- ------------ �T- - - -- S-7 ABELIA DWARD GOUDIFLOR"A EDWARD GOUCHER ABELIA 5 GAL. 121 4' 0.C. Q 9 _4 -3 ROCHESTER S 4 3-_ - --- - ---AVE�E I 5-6 _ ----- ° ° — w z % w 0 0 0 0 0 0 0 0 ° 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000°°° ° w 1111° ° ° _ - Z + + + + + + S-8 TRACHELOSPERMUM JASMINIODES STAR JASMINE 1 GAL. �1�11 '317(e 2' 0.C. (� ,. ° o ° o ° o ° ° ° ° — � . _ _.. ° °° 00°00°000 °°oOOo°oo , ° ° ° ° ° o 0°°00°0°°0°0000°000° ° - r - _ r - -- - Q t S-9 LANTANA MONTEVIDENSIS LANTANA 5 GAL. 584 5' 0.C. 71, r7 U I S-' -1 13 32 - 33 16 30 9 1V1 l S-10 MYOPORUM PARVIFOLIUM MYOPORUM 1 GAL. '' -37�i 5' 0.C. Q ' r S-1 I S- 23 I V-1 C-1 16 S-11 PLUMBAGO AURICULATA CAPE PLUMBAGO 5 GAL. 262 5' 0.C. 92 8 132 27 38 -- 9 25 C-5 S-1 -8 S-9 -1 C-4 -1 -1 -(1400) S I �4�1� 1 (1405 S-12 RAPHIOLEPIS "PINKIE" INDIA HAWTHORN 5 GAL. -�63�-60? 3' 0.C. ° rr r + + c ♦ + + + + + + + + + + + 4va$vv"�0vv vvvvvS P6vv VVVVVVVVOVV h, ++�-+♦ t-- +- -i---�. +.-+. 1`�OTF °° / --- ------ ---- ---- '------ - - - - - - - 111 1 D -_- - ; / - vvvvv S-13 ROSMARINUS OFFICINALIS DWARF ROSEMARY 5 GAL. 462 4' 0.C. 1 - - - - - - - - - - - - - - - - - / lHE uN�ER3TANA�NG "MAT "EHE 1KoR11i PROSTRATUS „ » ° " SL S ON VI TOPJA PAfkk 1- E S 14 GESTUM XYLOSMA 5 GAL 197 8' 0 C - - - - - - - - - - _ ` -_-- _ _ - -_ __-' Care G 4N XYLOSM A CON 5 -7-1-4400-7- = ARE TO OL LANOSGA►PW AKP COMPACTA -1 117 26 -- 32 45 ~ , S-7 S-8 ' w A GO 0 0 0 0 0 0 S-15 VERBENA RIGIDA NCN 1 GAL. - 2bs 3' 0.C. S-6 V-1 C 3 ' J (RAIL. "T�p MQL�TELY Tb "itE 97 108 441 S-9 3: Tce OF R=0 OASIN 44.OPtc . S-16 HETEROMELES ARBU11FOLIA TOYON 1 GAL. 29 8' 0.C. VI RIA _8 /40NPARK -' - - - - urn 01D`�a aofl e __=_ -_ _ - - LANE 292 1 w „lstoN N m&- S 6 _ $ °o-r°—Dao 000D0DOo - - - - -�- - - - __`__+ _ S-6 m S P� �1 O V-1 PARTHENOCISUS TRICUSPIDATA BOSTON IVY 1 GAL. 62 8 0.C. + i _ .. - _..._.._ - -_.-. _-.... •._ `-„..._ -_ - .-_-yam--_ — - - - - - _ — — _ _ _ — — — — — _ — — r r r r r�r — ^, w r + + + + 1_r r r r r r r r r r r.--•.-- r --- — — — — - - - - w + + + i + + --:== __ _ _ _ '" r rZ r r r r ' TURF MARATHON III 11000S.F. __ --_ - - �_ A)-r. G IID e-1 o'D-6 r r r r r r + + + + + + - -- - - - - - - - _ «- .�r r r r r. r 1•• CONSTRUCTION LEGEND - - 54 - - 139 - -- - - - 1399,1 56 - 1398,4 x----- _ _ - --' - _ Irl OTF- , SFE CIVIL �NUlN1=EtZ s UTILITY LEGEND 6' HIGH PRECISION BLOCK WALL C" - -0F +L -- - -S-8 —In J ST r" tMFt�ov�t�S�NT• CLANS o-1 PER CIVIL ENGINEERS PLANS. - 39 . + + + + + + + + + + + + + . + + + -' #-0--+-+�_ . � .i + + + + + . + + + I + 1 + +__ + . t. + . . . . . . . . . . . + r +. _ +. t �0� GO���–'�5T'ON D�ZIV WA'f 6' HIGH TUBULAR STEEL FENCE ATOP 8" + + . + + + + ♦ + + + +++++ + + + + + – – +-� - '�, . _� + + + + + + + + + + ♦ - F�l''PEZO�.GN AhIP �(�fZO� • STREET LIGHTS C�- _i + + ♦ + + + + - - - �-- ' CONCRETE HEADER PER CIVIL ENGINEERS PLANS. )DO ~ ti r r r �- + =- 0013000EQUESTRIAN TRAIL FENCE, 4 DECOMPOSED ^' /rte--'r r 0°DOODOOO _ r IRRIGATION WATER METER HEADER. 11111 rr rl � X ' c"''.'.:':,.•:::+:'.�. '•,. :. ----I---- --- - 61 F.._. RANCHO CUCAMONGA GRANITE AND CON I � l PER CITY OF 10II r r p - - �-- I p /� STANDARD PLANS 1010-A AND 1004. I owl r 7 -1 -1 I `O FIRE HYDRANT rc8" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 534. MAT HLINE B, I 10 2s � .,...� ,j:., , -- -- SEE ABOVE RIGHT I 421 ' / :! 27 I C-4 ( NOTA . SES. TROT 15871 FOR. Fc RIVER WASHED GRANITE COBBLE STONES PER CITY OF RANCHO CUCAMONGA -ANDSC-.AE's IMPROVt_ - STANDARD DETAIL 542, CASE 1. I I S_6 _ / / S-6 '� I 8 I 1"1�t�1T5 IN THIS AKrA. RIVER WASH GRANITE {DI�U- 17I _L� VE ED G NTE COBBLE STONES S Ou-TRER CALIFOR DIS ON C P TY PER CITY OF RANCHO CUCAM1. IN31 V-' STANDARD DETAIL 542, CASE 1. INCREASE GA 4 C-1 -6 +++ NTROL THICKNESS OF CONCRETE BED UNDERNEATH V-1 -- 69 C-1 14 ; PANSION SjZ.8 -1 �+ ,+♦+i+.+ C-4 OINBSEA�ASMAXIMUM OF�SDO.CxSUBGRADE 72 105 87 138 -1 y + + + + + SOILS SHOULD BE COMPACTED TO A MINIMUM -1 + t + + + i + ♦ ♦ + 14 0 — + + + 41 + ♦ + + + + i , -1 -1 C_4 -1 _1 ( + +++++ + + + v v v v v v v v OF 90 PERCENT OF MAXIMUM UNIT WEIGHT - 1400— + ♦+ `.' +♦,' + + v v v v v v v v v v v v ++♦+` ' AND SHOULD BE SMOOTH, NON-YIELDING, AND KEPT MOIST PRIOR TO CONCRETE PLACEMENT. (1395) ` :r + + + ♦ + i i + + ♦ + ♦ + v v + + + + + + + + + + . + ♦ + + + 4 vvvvvvv vvvvvvavvvvvv = vvv vvvvvv - vbvvvvvvvv. y �" vvvv vv 'vIl _ - ... .- . 14 v vvvvvv / r ' / ;' vvvvvvvv/V vvv vvvvvL>pV vv vvvvvvvvvv -r_. .-- vv.wvvvvvvvvvvvvvvvvvvvvvvvvvv --�-- ------------------------ ----_-_ --__ -- r- - - - _L4 - - --------------------- ------------ ---- - = - - -- - - - ---- - ------ -- ---- + + . . + + + - - - - --7- - - - - - - - - ---- - - - ---- --. v v A� vvv vvvvvv v ---- — - - - - - - - - - - — - - - - - - - - - - - - - _ 4vvvv _ - - - - - - - = - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - vvvvv v v v v '� v v - - -s- ^..'-r vvvv - - - - - - vvvvvv -s'6 - - - - _ _________ vvpv � f0 89 - -- - - 22 32 S-6 -7 239 ; " ` _ __ ----- � ,- _. -- -_ - . : • • - 9 79 / r D 17 _ ---__--=-=_ _==== r r .� 000 d 0 10' 20' 30' 60' C 3 145 -� - --- . -- ' PLANTING LEGEND (NORTHERN SLOPE) _. I -, y__ 9 w cv r i - � � --- __ _.._ -I ---- - -------*-I J S '' -- --' _ -_ _.-_ _� � _� ,S _. , BOTANICAL NAME C0I�My10N NAME QTY REMARKS W -4 t 1 x �G _; I, I i 1 _ I ,I--- i �( ► - _ - I ROCHESTE I X AVENUE I _ - I ! 1 AON i, - - ' / / _P/ s-I CISTus ^•-2-', I„� 5 OQC•-,I� �.Or'KQOtiE 5 GA 4 r- - I. I I 1 W _/ _ _ . C C. __ _ \ � h ••,0 AccEss i - -- , ! i ofi -- S- W ! `'�/' /a S-2 SALVIA GQEGGII NCN IGA�. 13 4' O.C. . ._ w. .- v" _ w - - - -- ----_.__.:._ - - - _ - - - /I _ T► ' i (!) i 1. S Y CC _ '?Ci-t.J STA, N' 5 l 144 i W -• I - _.-_ _ -- ' (` P • t �T'J . , E�I_QA_D ,�Q - - , : a liQ ,� 'l;lIl__mll�_L_mIIlIl 1 4 .1 . , .t � I __ . -_. ._'. z I,Iz-/ ' S-4 \,YO�OK� PA ✓,: O�-i til !�-N ! GA i C O C IL I /. � P ;(` I � � , r� , r i �, C- ' i ::4 _ W I _ BACCi�AQ1S 'CEti ENN!A ' B �. O.C. `__"`_�% '. I f i__ I \`. I �___ / / v-�• , Y O E K�JS�h"•� 7f••� I �' I ( ,� I `�7+ / I r —k L_ _Z__- -_,_�_ A -= - � / 1 r-,-,% T I EJ / -`t Q F - ----- ! t - -- O . I 3� \ _ I i . I t_!_ 'r----------_...-, i --_ - -. ._._ ___-. ___.__ -._----_._ ___- _ S-6 AGAPANTHUS AFRICANUS LLY-OF-TI-E-NLE I GAL 192 7 O.C. ! -I \,--f LLJ 0-- 0� 0� . I i I I � 1 I ! r - 5 - - ------ 1-___4___ -- -.- , _ . It_ > ___1 .�_ _ _ _ - -___.___4_____.__.__1\ Lm `-�'I W "v�">-,\""/11, c'� ABS' IA G 'A.NDIF�C2A -� �� �• c, L_v ) I ; _1 / 40,1 -1 Ex=` _ �_1 EDVII- D GOJCN�>< A!B`L1A. GA;. 1L! 4' C.C. - -r-- t °° -4 ; j7- I ROCHESTER ---- 2O --- --+`_� S"` f S ! �S Q I -.� % I + _ _ I A I w ++++ + + S-8 TRACE OSPEPMLJM JASNS-JODES STAR JASMINE I GAL 139 7 O.C. W i e. i --- i ! �' W t t _ ._ ._ _. _ I S"� `ANTANLr �1,J(NTc'JiDENSIS �AN`ANA 5 GA-. 54 5" O. . .. . J _ _ _ I w _ - _ _.__ -_--__.-.. __.. - ___z _ - - '� I —� w .- - _ do r Fc I M I X .. '- - 1'YO�O^_ !� PAQ'll=O�il�! 1 YO, OR 11 1 GA_. 4O� 0..�. Z - -' - - + - - _ - = / I 10 -` U J �; . -! _ - ; .. ... --� -__-----__ _ _-;5- _O\l --_- _. `_I /I ' . ` � � S-1 R-UMEIAGO ALOCLLATA CAPE PLUMBAGO 5 GAL 138 5' O.C. E_ - - - -I [, ! `` . , \ rI -4 S-lo i 1 : ' ` - - ----_.._.I I r - i . `J l ,' y -_� ._ _..___ �_._.�__. S-12 R 'PNCIE' NDiA HAVVTNORN 5 GAL 213 3 O.C. N OEM _ 89 - r-- - r ��•ff pp -+ -- /. i S-14 43 ` '2� r I I ------ r r \uV - --- ._ ._ .._ . ___- �' C- t12 - � F I �r ( `'���t I �•, -� ! /I - . ! S-12 �S l4� .. _I 1 '--I� KO:� AQ!N IS 0'={CiNt% IS D''JdAQF QCSE%4kQY GAS. 4�c 4' O.C. r r r I �r w -1-1 __' , _ r r r W S-17 P20S�KATi.;S., _� ' _____ r r r r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I---r r llllllliiiiiilll � ' . . • . • . . . . . • . . . . . . • . . . . . - . r—�--�- Y . . � . . S-14 X STUM XYLOSMA 5 GAL 31 8' O ! -- �0 - -- r rrr + + + + '+ + + - r f _ 1 . 1. . - 'COMPACTA' _ . - ! _ " _ G i_. _ _ o. ,. Q3,. / -- . - �, _ � .. r i _ I '/z \ / i NOT _. I \X� i �� 1 - / \ Z7/ 11 III III IIH S-16 !-ETERONEL ES ARBUTFOUA TOYON 1 GAL 19 8 O.C. / / \ _ -- C - _ - . Y._ b T 1 V TS �I V1?� PACK - -- A - . - - ._ _ - . .......... . ACACIA 1 A 2 i. ` , .:. _ _ S-17 REDOLENS NCNI GAL 12 8 O C _ . _ . . . -- I - _ ^ I` I _. + , 11 i PAK''I NOCISUS Tf ICUSPIDATA T G 8' 0.11 _. - �7 - , ot ' 44 __ '_' _- - I . "I10�, r -... __- ; 1 I �Q i 2� r~ �, 111 IIOOO VI RIA ; .__ . :G_ ---'--, - PARK _�,_ - _ �, LANE f �2:, _j -- I�• r � -r F T �F S ._ . 'D o G -- -_ �_ �� Qtr - - :- 7 m - :. _ - 1, - :___ ` - _ _ _ S-6 -- - _ - _ - - - - _.- - _ _` a . . _, _ . + . -..._.. ...- _L.- -...__...._.. _ ._ _ _ _ _----r--_a.,,-_--,_-_�^+�'-•�-„__. - _. _ _ _ _ ... _.. - V_v i.J-il:I t.Q r _ - Y d + + , 1:�J�. _�c �___�__-_. ___ . _ _ .� r— �,-- mac' T-?I .— 1 W ___ _.__..._,�— - . .. . , 1 . - __ , -- .---.-- - - --- -- - - - - - --. _ ; r. - ON SGL_ 1. I ,�-- �. � . _ , , .. - cogs �c o U ; - - - -- -- . _. __ ----- -- ._ C _ -L __ 54 -. . __ _ _ - - -_ - 139 __ ._ _ ___ -- - - _ 1399.1 - _- -_._�6 _._._.-- - -_ --- - _._�� . _ _ .. -.__ _. _ -_ __- __-- _ ._ . UTILITY LEGEND • _ �,' r-SIG+- ^Q-as{o� B oc�: YJA' " 139-8,4' _ _-r - -- -- Z i -1 - CIV QS _ - - -- - _.._._. - .- --------- _. _ — �---- -- Pc>< 1+ ENGINES PLANS. M - STREET LIGHTS ! C_ aiGN TUBULA2 STEEL FENCE ATI O? 6" J i__..__.I CONCRETE HEADEZ? P=Q C 411- ENGNEEQS P; AN ; _. - i �. 1� ; I EST AD� 0'�4r CSED i"OU kiAN AR EN 4' ' IRRIGATION WATER METER ,4n '� - _ GR c m DQE E. t - ''�.�'.. _. .. _ .- ' V~ _--•- - i -1 1 _...__J� ter^ I T• AN C �;.- - : t" OFRCi lOWIII 50 _ .. z,g - IV. . _ C • _ a _ -, r.,. :",.rpt.. �.. - j,; IT or ,-n"p,-, r,Y{o r Ir 1 S-8 J --,; _ _ ._ FIRE HYDRANT ` • COti�QETE A.B�� E� • I Y kAn,,,t.0 O �- J. ;a Ati X f'- S-16 37 j ! �: _. _:—!,',j.-r, ` Y J L �� 4 CucL+MO'�G- s'ANDLaR� P °4. 1 ;, - r. I i (n S-1 �-- % - _ _._ -01 - - /�- ., +, c t ' ._ Cl I i M ..-. 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" ... - - - - _ i / rr....rrr _ .. �? 1395 - f _ __ 7z _ - - - - - - - - - - - , _ -- ) -- -.. .... - _.._. -,r - J V VI V V V,Vc J i -- r r r r r r r .. - .. _ -, f2 __. _ .- --- - - - r - c - -I-. - -- - -- - r r r -- _ _ r..- r . , 4 _ F _.- - ,- �,�u, 1 rrr r - - ------ _ - .. - - - _. _ : V _ - - - - _ - / - _._. . �. r -f_ .j_ ft r r r r r r - 4 . . __- I .. .--._---' __- i' .. - ,- ....---. ._.__ _.. --- - __ _.. .err.-r-_ _ , - �� _ _ r'sT a {-�'• / r it, cF �:-•f / AE L t I � , O; - 3f1 f _. -, _. __ -_. -11 __ C J / is • 60'I L , l ,7 __ - ._�:*j { I - ;_ -- '44I - _-- -_ _- - - ��__ _ � - _ _ ..-- • -11 E E - ' r - - , - --: - - _ - I PARK - KA-- _ _ = - - - _, :� _ VICTORIA ,,� 1 �-�` - -�- - - _ ___ CITY , V -i _t. - --- -- -. _. . -- - (� =_ -` DESCRIPTION OF REVISION - - { �, �" -- : ; _Z _- �- - - _- - - -- -- ._ -"--- - - - _ APPROVED: . `'1 DATE - -- - - - - / --- - - - - --- - --- - - "-_ -- .. _ - .- -. ,{_,_..,}.•.,:?"4""" «_..y-a'�-:.:_ :.��5 _ -S2 V V V C' v ✓�c' V V % - _ - _ _r-r:"'.'.- - - - - ----- -- ---- - . --,. _ _ _ c, ,, �, . _- - „ .-, .. / J J J V `� 7 � v J V C' (' ( C v i (% - \ -' �'""'E+�--4zC'--'J--'� �i V. "'' Ci f:'`` / C. G .' ( + . , .. + , - - , - T'-+_._._ ' - ', --- -- _ -"' "`�-•,qj. -) c,: t7 _ S' V , 4 V V c? V `,j G -V-9,G V G V V V V, JvV Vv`� V __ __ _ '" - I -------.-- ._ -- -- - - _ _ - - __ : � _ G A - - - - - : + + + + . . 1 v _ AMON 7 y _ . . _ _ _� , . YI. + , I - -- _ . - -- -- �-- - - - - - _ _ - _._. - _ --.- ___ ---- -..-- _ - - - (--4TRACT 14534 STREETS AP C E . t 1- --_ 9 ----_ _ --- -- - _ _ _ __ _ - �,�: _Y -- ., , ' t. _ . _ .___-___11 , i - �_ - = - =� 63 e I I --- -- - ---_ _ 6 - W- L w j / L - _ __ ___ _ - _ PLANTING PLAN (SHRUBS) :� - , , . -1.387 3' + . 'V ';. _ - _ LO J If If , , . . NORTHERN S OPE r . , y_ _ _ - , -.4 L 11 - __ _ _M _: _ _ _____ �. 4 _s. __; , 1 - _ X , _j I / "+ �. �' - IIIIIIIIIIIIIII 't1 , r: - !f - t l �'f . . .,• . . : � .� ' � `. ' ��,Nosc,� APPROVED BY DATE• F��� { ---- -__ "�.4'`'. , V_r, I ��•° R µ �.� CITY ENGINEE �ZgR RCE NTI 1, --- ___... __ ---' - L; _______ � � �� Y ,� R4953 �- , 5 S. - - I - µ 38$ 7 3g6� 0$ DESIGN OM ''r ! -- I! I4 ; . _ i-c , I . 1 �' 1 v r�yi*ti REC ENDED � ! � 51 - -- i .- - x W 0 -Zf : ` / ----- ac RAG D L `I'P Ln �14 48 _ 4 ', �- �__- __ . _ S E C 0 NI EDISON 0. PROPER *- DRAWN RJM SHEET � �--'.- - 1 - , �_.. 4 7 ' �" I ��' `� ' s� DESIGN GROUP. INC. / \ 1 'I5 ', -% 1;, ^^ l hnn n ,r �. RAG tD�um D61,11111.1%Ill,��� 4A 11 a ! F _..__ .. ./I 6 11 _ s _. ._____! ___,._._ _ 200 F o�` r_-_--___- , % S_,t/ 3___ __. _" -� cit CHECKED DRAWING LA0. V I I I"C-1`- - --- --- --I- - pF �E c4 ' V -- 1 Ir 4 .. I --- .-_, LR IGO-I - L 3403Q/pGP-3A 05_v_" PROJECT SHT. N0. OF I N 1. REMOVE ry NURSERY STAKES PLANTING NOTES: W E ^ 2. PAR BE PLUMB AND n ` ` ARALLEL 3. STAKE TREE PERPENDICULAR \ v TO PREVAIUNG WIND. S , U r i,,j N 1. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. PUr U �,j r 2. ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED IRRIGATION. *TOP TIE TO BE PLACED AS LOW r W E, AS POSSIBLE ON THE TRUNK TO TOP of STAKES WHER �� HEAD � � 3. REFER TO PLANTING SPECIFICATIONS FOR SOIL PREPARATION, FERTILIZATION, MULCHING, ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. v S Q`'� AND OTHER ADDITIONAL PLANTING INFORMATION. OR ALLOW THE HEAD TO DROP. MAIN TRUNK TIGHTLY COMPACTED 3' BERM M FORM TOP TIE TO BE PLACED AS DEPRESSED WATERING BASIN. �x) SErs OF CINCH TIES Lou' As POSSIBLE ON TME 4. ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY. TRUNK TO ALLOW FOR WIND TOP OF ROOT8+1LL TO EXTEND Y � PACED 24 APART ATTACH WITH FLEXING OF THE TREE. BUT TOP OF STAKES BELOW ABOVE FINISH GRADE TOP OF ROOTS LL TO 4" WOOD CHIP MULCH. GALVANIZED SCREWS TO 3" NOT SO LOW AS TO LOSE HEAD OF TREE WHERE ORIGINAL GRADE `i THAN 3' DIAMETER.WITH NO ROCKS FINISH GRADE 12' MAXIMUM EXTEND 2' ABOVE LODGE POLES. SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. 5. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY. GREATER THAN NATIVE THE HEAD TO DROP. L MAIN TRUNK 2' DIA. LODGE POLE PINE STAKES (2) SETS OF CINCH TIES SPACED 24" 6, CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO 3' BERM TIGHTLY COMPACTED IN TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, APART, ATTACH WITH GALVANIZED II I I-I -PLACE TO FORM WATERING BASIN. 2' ABOVE FINISH GRADE DRIVE A MIN. OF 6" INTO UN- SCREWS TO B' LODGE POLES. COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. DISTURBED SOIL AND POSITION I STAKES OUTSIDE ROOTBALL. n 2' DIA. LODGE POLE PINE STAKES( III ORIGINAL GRADE �2 WITH WOOD PRESERVATIVE STAIN, 3" BERM TIGHTLY COMPACTED DRIVE A MINIMUM OF 6' INTO 7. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND IN PLACE TO FORM WATERING UNDISTURBED SOIL AND POSITION I -I III=III- I I-II I (I I-III- - I- BRSIN. LOCATED OUTSIDE OF STAKES OUTSIDE ROOT BALL. BACKFILL REQUIREMENTS. -I I I _ -III- ( (I _ I I- PLANT PIT. ARBOR GUARD IN TURF AREAS AND ROOT BALL ROOT BALL I ! FRONT YARDS. �-I III-1 I I _ �=1 8. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT CITY AND -III - I Il I I ABOVE FITOP OF NISH GRADTBALL E EXTEND 2" LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN°` -_______-_=_=III PLANT PIT TO BE (2) TIMES THE - - - - I_ PLANT PIT To BE (2) TIMES THE NATIVE BACKFILL �, 1 =I TIGHTLY COMPACTED 3' BERM TO FORM TO THE CITY WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. _III-I I I-I I I-III-III-III-III-III_ WIDTH OF THE ROOT BALL. - I I-I I�I I I-1 I I=I I I-I I IHI I III= WIDTH OF THE RooT BALL _ _- I I WATERING BASIN FOR RESIDENTIAL AND _ IEEI _ _ NO ROCKS GREATER �-III-III-III-III-I I(=III-III-III I I I I�I I II-III-I I I�I I-I I I I - THAN 3" DIAMETER -I I -I I - GROUND COVER INSTALLATIONS. LOCATE ROOT BALL OUTSIDE OF PLANT PIT. BERMS IN TURF I III-�I AREAS TO BE REMOVED PRIOR TO CITY -III-1 �I VIII-III-III=�I I=III- I I I l�I 1=1 11-1T=I I I I PLANTPIT TO BE WF) TML- ACCEPTANCE. 9. CONTRACTOR SHALL SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS -III-III-III-III-III I I-III=III -=LII-III-I 11=I I I-III=1 I -_, TIMES THE WIDTH _T=1 I I-III-III-III-I I I 1=t I I- T 'I -I I-I I I- I-I 1-I I I 1 E ROOT BALL. �U I- _ _ _ SHOULD INCLUDE A PERSON FOR SCALE PURPOSES. ALL BOX TREES SHALL BE OF NATIVERTER " a°GEATHAN I= I 1=III= I=)I I=� I=III= I I�I I `D -- - QUALITY AS DETERMINED BY THE CITY MATERIAL FOUND UNSUITABLE FOR THE UNDISTURBED NATIVE SOIL DIAMETER. 1 I= -I -I I I=I I1=1I -- --i - DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. UNDISTURBED NATIVE SOIL 11-11 I 11E III-IIS 11C-II=1 I I=I I UNDISTURBED NATIVE SOIL. _I i I I I I I i IT I I i 1 I I-I 11=I I I-1 11=1 11 i I 111 I I I - III=I f I-llMI I(=LI 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS NOTES: NOTES: I11-111-11 rL j°0T �`` NATIVE BACKFILL WITH NO OR PLANT DISEASES. PRE-SELECTED OR 'TAGGED' MATERIAL MUST BE INSPECTED BY THE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGEI I-III I -1I I.:.T ROCKS GREATER THAN 3' DA. CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S OF ROOT BALL. DO NOT CRACK ROOT BALL. OF ROOT BALL. m NOT CRACK ROOT BALL. NOTES: I - OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE SPECIFICATIONS. a, 1. REMOVE NURSERY STAKES NATIVE SOIL UNDISTURBED a 2. STAKES TO BE PLUMB AND PARALLEL. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL j 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. D TWICE ROOT BALL WIDTH UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. CMCOF RANCHO CUCAMONGA, CALIFORNIA d CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA n I ---- - -- I STANDARD PLAN 12. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN ,p APPROVED BY, STANDARD PLAN ,:APPROVED BY, STANDARD PLAN ,p APPROVED BY, STANDARD PLAN rp APPROVED BY, DO V BLE STAKED TREE o ' CONTAINER PLANTING ON SLOPE o CONTAINER PLANTING o DOUBLE STAKED TREE ON SLOPEIT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT bs _ 507 +,3 _ 506 Ips _ 505 5 GAL - 24 BOX 502 s MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY 5 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION s CITY ENGINEER 5 CITY ENGINEER y1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24.95.3 SHEET I oft 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I of I R.C.E. 249.5_3 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC woalcs coNSTRucnoN SHEET I OF t R,c•E. 24953 SHEET I of I BROUGHT TO THE ATTENTION OF THE CITY AND LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. FLAT NX LIP 14. CONTRACTOR TO RECEIVE SITE GRADED TO +0.10. CONTRACTOR SHALL OBTAIN LETTER a1R° °0°°L� sorm" OF GRADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION. CASE 1 2X 15. PLANT MATERIAL QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND \ J a SPECIFIED SPACING SHALL TAKE PRECEDENCE. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES PER PLAN. r MINIMUM CONCRETE KID 4' OF COMPACTED WOOD CHIP LHNLLERNEATII OOBBL.FSTONE MULCH. E 2 B0�0Ot 16. CONTRACTOR TO ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS - 2% MINIMUM (LOCATE PER PLAN) 3' MBI. LIEPTH AT HARDSCAPING CONCRETE HEADER, COSeLESTIONE CoosaCURB do GUTTER, SIDEWALK, ETC.) FINISH GRADE ONE HALF OF SPACING ALLOWED. - " REQUIREMENT CONCRETE HEADER 12RADIUSNT / LIMIT OF PLANTER AREA EXPOSED EDGES AND FINISH PER PLAN 17. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, CONTRACTOR 1' IN LAWN (INSTALL AT GRADE LEVEL AT SWALE ' 12" INif CROSSINGS) SHALL HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION S . I- 1 3-1/2' MB,-L*A 6* OR S' THESE SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB (714)558-8333 FOR SOIL CONCRETE eEo NOTE FINISH GRADE FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. CASE 3 e' 4 e•I- , TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) '� SHRIVE SW"� - E - 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL AND 2' MAx ~ �' N T _ °'•'°• - IRRIGATION SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, 4. The Contractor shall dimension from two (2) permanent and services necessary to furnish and install the Irrigation points of reference, such as building corners, sidewalk GUARANTEE FOR IRRIGATION SYSTEM H. Backflow Prevention Units: 3. A 117 volt duplex box shall be provided with an On/Off 2. A fine granular material backfill will be initially System as shown on the Drawings and described herein. edges, road intersections, etc., the location of the switch, and a 117 volt receptacle. Metal conduit shall placed on all lines. No foreign matter larger than one- following items: We hereby guarantee that the irrigation system we have furnished 1. Bockflow prevention unit shall be of size and type run from the 117 volt supply to the controller housing. half (1/2) inch in size will be permitted in the initial B. Standards: All work and materials shall comply with governing a. Connection to existing water lines. and installed is free from defects in materials and workmanship, indicated on the irrigation drawings. Install backflow All power within the housing shall be properly phased. backfill. codes, safety orders, standards, and regulations, and meet the b. Connection to existing electrical power. and the work has been completed in accordance with the Drawings and prevention units in accordance with the Drawings. minimum requirements of the Standard Specifications For Public c. Gate valves. Specifications, ordinary wear and tear, unusual abuse, or neglect 4. A terminal strip shall be provided, clearly indicating 3. Flooding of trenches will be permitted only with approval Works Construction (Green Book) latest edition. d. Routing of sprinkler pressure lines (dimension max. excepted. We agree to repair or replace any defects in material or 2. Wye strainers at backflow prevention units shall have a the proper points of connection of all appropriate wiring of the City of Rancho Cucamonga. 100' along routing). workmanship which may develop during the period of one year from bronzed screwed boy with 60 mesh monel screen and shall (station valves, master valve, common, central control). 1.02 QUALITY ASSURANCE do REQUIREMENTS e. Sprinkler control valves. date of acceptance and also to repair or replace any damage be similar to Bailey #10013 or approved equal. f. Routing of control wiring and locations of all splice resulting from the repairing or replacing of such defects at no Q. Miscellaneous Irrigation Equipment: 4. If settlement occurs and subsequent adjustments in pipe, A. Permits and Fees: The Contractor shall obtain and pay for any boxes. additional costs to the City. We shall make such repairs or 3. All pressure main line piping between the point of valves, sprinkler heads, lawn, planting, or other and all permits and all observations as required. g. Quick coupling valves. replacements within a reasonable time, as determined by the City, connection and the backflow preventer shall be installed 1. Refer to the Irrigation Plans for sizes and types of construction are necessary, the Contractor shall make all h. Stub-outs for future connections. after receipt of written notice. In the event of our failure to as required by local code. The Contractor shall verify miscellaneous irrigation equipment. required adjustments without cost to the City. B. Manufacturer's Directions: Manufacturer's directions and i. Other related equipment as directed by the City of make such repairs or replacements within a reasonable time after with the local governing body as to material type and detailed drawings shall be followed in all cases where the Rancho Cucamonga. receipt of written notice from the City, we authorize the City to installation procedures prior to start of construction. 2. All miscellaneous irrigation equipment shall be as C. Trenching and Backfill Under Paving: manufacturers of articles used in this Contract furnish proceed to have said repairs or replacements made at our expense Submit shop drawing for approval. specified or approved equal. directions covering points not shown in the Drawings and 5. On or before the date of the final field observation, the and we will pay the costs and charges therefore upon demand. 1. Trenches located under areas where paving, asphaltic Specifications. Contractor shall deliver the corrected and completed I. Check Valves: concrete, or concrete will be installed, shall be sepias to the City of Rancho Cucamonga. Delivery of PROJECT: PART 3 - EXECUTION backfilled with sand (a layer four (4) inches below the C. Ordinances and Regulations: All local, municipal and state the sepias will not relieve the Contractor of the 1. Swing check valves 2" and smaller shall be 200 pound pipe and six (6) inches above the pipe) and compacted in laws, and rules and regulations governing or relating to any responsibility of furnishing required information that i 3.01 OBSERVATION OF SITE CONDITIONS W.O.G. bronze construction with replaceable composition, layers to 959 compaction, using manual or mechanical portion of this work are hereby incorporated into and made a may be omitted from the prints. LOCATION: neoprene, or rubber disc and shall meet or exceed Federal tamping devices. Trenches for piping shall be compacted part of these Specifications, and their provisions shall be Specification WW-V--51D, Class A, Type IV. A. All scaled dimensions are approximate. The Contractor shall to equal the compaction of the existing adjacent carried out by the Contractor. Anything contained in these C. Controller Charts: check and verify all size dimensions and receive approval from undisturbed soil and shall be left in a firm unyielding Specifications shall not be construed to conflict with any of SIGNED: 2. Anti-drain valves shall be of heavy duty virgin PVC the City of Rancho Cucamonga prior to proceeding with work condition. All trenches shall be left flush with the the above rules, regulations, or requirements of the same. 1. As-builts drawings shall be approved by the City of under this Section. However, when these Specifications and Drawings call for or Rancho Cucamonga before controller charts are prepared. construction with F.I.P. thread inlet and outlet. adjoining grade. The Contractor shall set in place, cap P 9 9 P P Internal ports shall be stainless steel and neoprene. and pressure test all piping under paving prior to the describe materials, workmanship, or construction of a better ADDRESSED: Anti-drain valve shall be field adjustable against B. Exercise extreme care in excavating and working near existing paving work. quality, higher standard, or larger size than is required by 2. Provide one controller chart for each controller drawout from 5 to 40 feet of head. Anti-drain valve utilities. The Contractor shall be responsible for damages to the above rules and regulations, the provisions of these sequence. shall be similar to the Valcon "ADV" ora roved equal. utilities which are caused by his operations or neglect. 2. General) piping under existing walks is done b PP q Y• P�P� 9 9 Y Specifications and Drawings shall take precedence.. PHONE: DATE OF ACCEPTANCE: Check existing utilities drawings for existing utility jacking, boring, or hydraulic driving, but where any 3. The chart shall show the area controlled by the automatic J. Control Wiring: locations. cutting or breaking of sidewalks and/or concrete is D. Explanation of Drawings: controller and shall be the maximum size which the necessary, it shall be done and replaced by the controller door will allow. PART 2 - PRODUCTS 1. Except as noted otherwise, connections between the C. Coordinate installation of sprinkler materials including pipe, Contractor as o P so there shall be no interference with utilities or other part of the Contract cost. Permission to automatic controllers and the electric control valves cut or break sidewalks and/or concrete shall be obtained 1. Due to the Scale of the Drawings, it is not possible to 4. The chart is to be a reduced drawing of the actual 2.01 MATERIALS shall be made with direct burial copper wire AWG-U.F. 600 construction or difficulty in planting trees, shrubs, and from the City of Rancho Cucamonga. No hydraulic driving indicate all offsets, fitting, sleeves, etc., which may installed system. However, in the event the controller volt. Control wiring installed in control wire conduit ground covers. will be permitted under concrete paving. be required. The Contractor shall carefully investigate sequence is not legible when the drawing is reduced, it A. General: Use only new materials of brands and types noted on within structure shall be made with AWG-TW solid copper the structural and finished conditions affecting all of shall be enlarged to a size that will be readable when drawings, specified herein, or approved equals. wire. Pilot wires shall be a different color wire for D. The Contractor shall carefully check all grades to satisfy 3. Refer to City Standard 120 "Trench Repair" when within his work and plan his work accordingly, furnished such reduced. each automatic controller. Common wires shall be white himself that he may safely proceed before starting work on the City streets susceptible to traffic loads. fittings, etc., as may be required to meet such B. PVC Pressure Main Line Pipe and Fittings: with a different color stripe for each automatic irrigation system. conditions. Drawings are generally diagrammatic and 5. The chart shall be a block line or blueline ozalid print controller. Install in accordance with valve D. Assemblies: indicative of the work to be installed. The work shall and a different color shall be used to indicate the area 1. Pressure main line piping for sizes 2" and larger shall manufacturer's specifications and wire chart. In no case 3.02 PREPARATION be installed in such a manner as to avoid conflicts of coverage for each station. be PVC Class 315. shall wire size be less than #14. 1. Routing of sprinkler irrigation lines as indicated on the between the irrigation system, planting and architectural A. Physical layout: Drawings is diagrammatic. Install lines (and various features. 6. When completed and approved, the chart shall be 2. Class 315 pipe shall be made from an NSF approved Type 1, 2. Wiring shall occupy the some trench and shall be assemblies) in such a manner as to conform with the hermetically sealed between two pieces of plastic, each Gardel, PVC compound conforming to ASTM resin installed along the some route as pressure supply or 1. Prior to installation, the Contractor shall size stake details in the Drawings. 2. All work called for on the Drawings by notes or details piece being a minimum 20 mils. specification D1784. All pope must meet requirements as lateral lines wherever possible. out all pressure supply lines, routing and location of such be furnished and installed whether or not set forth in Federal Specification PS-22-70, with an sprinkler heads. 2. Install NO multiple assemblies in plastic lines. Provide specifically mentioned in the specifications. 7. These charts shall be completed and approved prior to the appropriate standard dimension (S.D.R.) (Solvent-weld 3. Where more than one (1) wire is placed in a trench, the each assembly with its own outlet. final field observation of the irrigation system. Pipe). wiring shall be taped together at intervals of fifteen 2. All layout shall be approved by the City of Rancho 3. The Contractor shall not willfully install the irrigation (15) feet. Cucamonga prior to installation. 3. Install all assemblies specified herein in accordance system as shown on the Drawings when it is obvious in the D. Operation and Maintenance Manuals: 3. Pressure main line piping for sizes 1-1/2" and smaller with respective detail. In absence of detail drowings or field that obstructions, grade differences, or shall be PVC Schedule 40 with solvent welded joints. 4. An expansion curl shall be provided within three (3) feet B. Water Supply. Specifications pertaining to specific items required to discrepancies in area dimensions exist that might not 1. Prepare and deliver to the City of Rancho Cucamonga of each wire connection. Expansion curl shall be of complete work, perform such work in accordance with best have been considered in engineering. Such obstructions within ten calendar days prior to completion of 4. Schedule 40 pipe shall be made from NSF approved Type 1, sufficient length at each splice connection at each 1. The irrigation system shall be connected to water supply standard practice with prior approval of City of Rancho or differences should be brought to the attention of the construction, two hard-cover, three ring binders Grade 1 PVC compound conforming to ASTM resin electric control valve, so that in case of repair, the point(s) of connection as indicated on the Drawings. Cucamonga. City of Rancho Cucamonga. In the event this notification containing the following information: specification D1785. All pipe must meet requirements as valve bonnet may be brought to the surface without is not performed, the Contractor shall assume full set forth in Federal Specification PS-21-70. disconnecting the control wires. Control wires shall be 2. Connections shall be made at the approximate location(s) 4. PVC pipe and fittings shall be thoroughly cleaned of responsibility for any revision necessary. a. Index sheet which states Contractor's name, address, laid loosely in trench without stress or stretching wire shown on the Drawings. The Contractor is responsible for dirt, dust, and moisture before installation. and telephone number, and which lists each 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF conductors. minor changes caused by actual site conditions. Installation and solvent welding methods shall be as 1.03 SUBMITTALS installed equipment and material item including approved conforming to ASTM test procedure D2466. recommended by the pipe and fitting manufacturer. names and addresses of manufactures local 5. All splices shall be made with Scotch-Lok #3576 Connector C. Electrical Supply. A. Material list: representatives. 6. Solvent cement and primer for PVC solvent-weld pipe abd Sealing Pocks, Rainbird Snap-Tile wire connectors., or b. Catalog and parts sheets on every material and fittings shall be of type and installation methods approved equal. Make only one splice with each connector 1. Electrical connections for any and all outomatic 5. On PVC to metal connections, the Contractor shall work 1. The Contractor shall furnish the articles, equipment, equipment item installed under this Contract. prescribed by the manufacturer. sealing pack. controllers shall be made to electrical point(s) of the metal connections first. Teflon tape or approved materials, or processes specified by name in the Drawings connection as indicated on the Drawings. equal, shall be used on all threaded PVC to PVC, and on and Specifications. No substitution will be allowed C. Guarantee statement. 7. All PVC pipe must bear the following markings: 6. Field splices between the automatic controller and all threaded PVC to metal joints. Light wrench pressure without prior written approval by the City of Rancho d. Complete operating and maintenance instructions on electric control valves will not be allowed without prior 2. Connections shall be made at the approximate location(s) is all that is required. Where threaded PVC connections Cucamonga. all major equipment. o. Manufacturer's name approval of the City of Rancho Cucamonga. shown on the Drawings. The Contractor is responsible for are required, use threaded PVC adapters into which the b. Nominal pipe size minor changes cause by actual site conditions. pipe may be solvent welded. 2. Complete material list shall be submitted prior to 2. In addition to the above mentioned maintenance manuals, C. Schedule or class K. Automatic Controller: performing any work. Material list shall include the provide the City's maintenance personnel with d. Pressure ratingin P.S.I. 3.03 INSTALLATION E. Line Clearance: manufacturer, model number, and description of all instructions for major equipment and show evidence in e. NSF (National Sanitation Foundation) approval 1. Automatic controller(s) shall be of size and type shown materials and equipment to be used. Although writing to the City of Rancho Cucamonga at the conclusion f. Date of extrusion on the Drawings. A. Trenching: 1. All lines shall have a minimum clearance of six (6) manufacturer and other information may be different, the of the project that this service has been rendered. inches from each other and twelve (12) inches from lines following is a guide to proper submittal format: 8. All fittings shall bear the manufacturer's name or 2. Final location of automatic controller(s) shall be 1. Dig trenches straight and support pipe continuously on of other trades, with the exception of the control wire E. Equipment to be Furnished: trademark, material designation, size, applicable I.P.S. approved by the City of Rancho Cucamonga. bottom of trench. Lay pipe to an even grade. Trenching sleeve(s) which shall be installed adjacent to pressure Item No. Description Manufacturer Model No. schedule and NSF seal of approval. excavation shall follow layout indicated on the Drawings supply line. Parallel lines shall not be installed 1. Supply as a part of this contract the following tools: and as noted. 3. Unless otherwise noted on the Drawings, the 120 volt directly over one another. 1 Backflow Preventer Febco 825Y C. PVC Non-Pressure Lateral Line Pim electrical power to each automatic controller location is a. Two (2) sets of special tools required for removing, Piping: to be furnished by others. The final electrical hook-up 2. Provide for a minimum of twenty-four (24) inches cover F. Automatic Controller Assembly. 2 Automatic Controller Calsense ETI-DTR2 disassembling and adjusting each type of sprinkler shall be the responsibility of the Contractor. for all irrigation lines installed under paving or and valve supplied on this project. 1. Non-pressure buried lateral line piping shall be PVC hardscaping. 3 Master Valve Clayval 136ACSKC-24V b. Two (2) four-foot valve keys for operation of gate Schedule 40 with solvent-weld joints when installed in Install as per manufacturers instructions. Remote control planting areas. L. Electric Control Valves: valves shall be connected to controller in numerical sequence valves. 3. Provide for a minimum of twenty-four (24) inches cover as shown on the Drawings. 4 Etc. Etc. Etc. C. Two (2) keys for each automatic controller. 2. Non-pressure lateral line piping installed under paved 1. All electric control valves shall be the some size and for all pressure supply lines of three (3) inches or d. One (1) quick coupler key and matching hose swivel P PP g P type shown on the Drawings. larger in diameter. G. High Voltage Wiring for Automatic Controller: for every five (5) or fraction thereof of each type areas shall be PVC Schedule 40 with solvent welded Irrigation submittal must be specific and complete. All of quick coupling valve installed. joints. 4. Provide for a minimum of eighteen 18 inches cover for 2. All electric control valves shall have a manual flow g ( ) 1. 120 volt power connection to the automatic controller items must by listed and should include solvent, primer, adjustment. all pressure supply lines of two and one half (2?") shall be provided by the Contractor. wire, connectors, valve, boxes, etc. No copies of 2. The above mentioned equipment shall be turned over to the inches or smaller manufacturer's literature (catalog cuts ore required as Cit at the conclusion of the project. Before final 3. Pipe shall be made from NSF approved, Type 1, Grade II ( 9 ) q Y P 1e 3. Provide and install one control valve box for each 2. All electrical work shall conform to local codes, submittal information. observation can occur, evidence that the Cit has PVC compound conforming to ASTM resin specification 5. Provide for a minimum of twelve 12 inches for all non-D1784. All pipe must meet requirements set forth in electric control valve. ( ) ordinances, and union authorities having jurisdiction. received material must be shown to the City of Rancho P P q pressure lines. 3. The Contractor may submit substitutions for equipment and Cucamonga. Federal Specification PS-22-70 with an appropriate M. Control Valve Boxes: H. Remote Control Valves: materials listed on the Drawings by following procedures standard dimension ratio. 6. Provide for a minimum cover of eighteen (18) inches for as outlined in Section 1.05 of the Irrigation 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 1. Use 10" x 10-3/4" round box for all gate valves. Carson all control wiring. 1. Install where shown on the Drawings. Where grouped Specifications. 4. Except as noted in paragraphs 1, 2, and 3 of this section P Industries #910-12B with green bolt-down cover or together, allow at least twelve (12 inches between A. Handlingof PVC pipe and fittings: The Contractor is (2.018), all requirements for non-pressure lateral line 7. Refer to Cit Standard 120 "Trench Repair" when within P�P 9 approved equal. Extension sleeve shall be PVC with Y P adjacent valve boxes. Install each remote control valve 4. Equipment or materials installed or furnished without cautioned to exercise care in handling, loading, unloading, pipe and fittings shall be the some as for solvent-weld Cit streets susceptible to traffic loads. g' apressure main line pipe and fittings as set forth in minimum size of six (6) inches. y P in a separate valve box. prior approval of the City of Rancho Cucamonga may be and storing PVC pipe and fittings. All PVC pipe shall be rejected and the Contractor may be required to remove transported in a vehicle which allows the length of pipe to section 2.018 of the Specifications. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric B. Backfilling: I. Flushing of System: such materials from the site at his own expense. lie flat so as not to subject it to under bending or a control valves. Carson Industries # 1419-12B with green concentrated external load at an point. An section of pipe D. Brass Pipe and Fittings: 1. The trenches shall not be backfilled until all required Y P Y P•P bolt-down cover or approved equal. q 1. After all new sprinkler pipe lines and risers are in that has been dented or damaged will be discarded, and if tests are performed. Trenches shall be carefully place and connected, all necessary diversion work has 5. Approval of an item, alternative or substitute indicates installed, shall be replaced with new piping. 1. Where indicated on the Drawings, use red brass screwed backfilled with the excavated materials approved for PP Y P P P 9• conformin to Federal Specification WW-P-351. 3. Use 6" diameter x 8-3/4" deep round plastic valve box for PP been completed, and prior to installation of sprinkler only that the product or products apparently meet the pipe g P # all quick coupling valves. Carson Industries # 608-12 backfilling, consisting of earth, loom, sandy clay, sand, heads, the control valves shall be opened and full head requirements of the Drawings and Specifications on the 1.05 SUBSTITUTIONS with green flex-lock cover or approved equal. or other approved materials, free from large clods of of water used to flush out the system. basis of the information or samples submitted. 2. Fittings shall be red brass conforming to Federal earth or stones. Backfill shall be mechanically Specification WW-P-460. A. If the Contractor wishes to substitute any equipment or P # compacted in landscaped areas to a dry density equal to 2. Sprinkler heads shall be installed only after flushing of 6. Manufacturer's warranties shall not relieve the materials for the equipment or materials listed on the 4. Use 9-1/2" x 16" x 11" rectangular box for all electric adjacent undisturbed soil in planting areas. Backfill the system has been accomplished to the complete Contractor of his liability under the guarantee. Such Drawings and Specifications, he may do so by providing the E. Copper Pipe and Fittings: control valves installed within on-grade landscaped will conform to adjacent grades without dips, sunken satisfaction of the city of Rancho Cucamonga. warranties shall only supplement the guarantee. following information to the City of Rancho Cucamonga for areas. Carson Industries # 1419-128 with green bolt-down areas, humps or other surface irregularities. approval: 1. Pipe: Type K, hard tempered. PP cover or approved equal. B. RECORD DRAWINGS: 1. Provide a statement indicatingthe reason for making the 2. Fittings: wrought copper, solder joint type. 9 5. Use 10" x 10-1/4" round box for all quick coupling valves 1. The Contractor shall provide and keep up-to-date a substitution. Use a separate sheet of paper for each 3. Joints shall be soldered with silver solder, 459 silver, installed within on-structure landscaped areas. Carson complete record set of blueline ozalid prints which shall item to be submitted. Industries No. 910-12B with green bolt-down cover or be corrected chit showingthan 159 copper, 169 zinc, 249 cadmium, solidus of 1125' F, y' every change from the and liquidus at 1145' F. approved equal. original Drawings and Specifications and the exact 2. Provide descriptive catalog literature, performance installed locations, sizes, and kinds of equipment. charts and flow charts for each item to be substituted. N. Sprinkler Heads: Prints for this purpose may be obtained from the City of F. Valves: Rancho Cucamonga at cost. This set of drawings shall be 3. Provide the amount of cost savings if the substituted1. Ball Valves (1-1/2" and 'smaller) 1. All sprinkler heads shall be of the some size, type, and kept on the site and shall be used only as a record set. item is approved. deliver the same rate of precipitation with the diameter a. Ball valves shall be a 125 Ib SWP bronze valve with (or radius) of throw, pressure, and discharge as shown on 2. The Contractor shall make neat and legible notations on B. The City of Rancho Cucamonga shall have the sole the Drawings and/or specified in these special the record drawingprogress sheets doily as the work responsibility in accepting or rejecting an submittal item as screw-in bonnet, nonrising stem, and solid wedge disc. P DESCRIPTION OF REVISION P g y P y P g 9 y Ball valves shall have threaded ends and shall be equipped provisions. proceeds, showing the work as actually installed. For an approved equal to the equipment and materials listed on the example, should a piece of equipment be installed in a Drawings and Specifications. with a stainless steel handle. 2. Spray heads shall have a screw adjustment. location that does not match the plan, the Contractor b. Ball valves shall be similar to those manufactured has been relocated in a 1.06 GUARANTEE equipment CITY OF RANCHO C UC A M 0 N G A C. . must indicate that a ui by Nibco or approved equal. q P cAll Ball valves shall be installed per detail3. Riser units shall be fabricated in accordance with the graphic manner so as to match the original symbols as details shown on the drawings. indicated in the irrigation legend. The relocated A. The guarantee for the irrigation system shall be made in 2. Resilient Wedge Gate Valve (2" and larger) equipment and dimensions will then be transferred to the accordance with the attached form. The General Conditions and 4. Riser nipples for all sprinkler heads shall be the some original record drawing plan at the proper time. Supplementary Conditions of these Specifications shall be size as the riser opening in the sprinkler body. filed with the City prior to acceptance of the irrigation a. Resilient Wedge Gate valves shall be epoxy coated cast iron and equipped with a 2" operating nut. TRACT 14534 S T R E E T S C A P E 3. Before the dote of the final observation, the Contractor system. b. Resilient Wedge Gate valves shall be No. 403 RT-RW 5. All sprinkler heads of the same type shall be the some shall transfer all information from the "record drawing" manufacturer. prints to a sepia mylar or similar mylor material. B. A copy of the Guarantee form shall be included in the as supplied by Watts to approved equal. Arrangements shall be made through the cit for operations and maintenance manual. C. All Resilient Wedge Gate valves shall be installed SPECIFICATIONS 9 9 Y P per detail. 0. Sleeving: obtaining said sepia mylar or similar mylar material. `p,ND$CgpF All work shalt be in waterproof India ink and applied to C. The guarantee form shall be re-typed onto the Contractor's G. Quick Coupling Valves: 1. Sleeving under hardscope or paved areas for mainline, Q ,q the mylor by a technical pen made expressly for use on letterhead and shall contain the following information: lateral lines or control wiring shall be Schedule 40 Q�' �QIY P mylor material. Such pen shall be similar to those 1. Quick coupling valves shall have a brass, two-piece body P.V.C. or approved equal. �� 92 y APPROVED BY: / DATE: manufactured by Rapidogroph, Kueffel do Esser, or Faber tq Costell. The dimensions shall be made as to be easily designed for working pressure of 150 P.S.I. P. Vandal Resistant Controller Enclosure: CITY ENGINEER u� RCE No. 24953 readable even on the final controller chart (see Section W 2 -+ C). The original mylor "record drawing" Ian shall be 2. Quick coupling valve shall be operable with a quick DESIGNED BY: RECOMMENDED: coupler key. Key size and type shall be as shown on the g P 1. Controller enclosure shall be of size and type shown on • submitted to the City of Rancho Cucamonga for approval Drawings. the Irrigation Drawings and Irrigation Detail sheet. -30-99 prior to the completion of the controller chart. * * /' �-9 2. A backboord shall be secured to the controller enclosure DRAWN BY: RJM SHEET housing to provide a base for mounting the automatic `1PAP�\P RAG17 DESIGN GROUP, INC. sprinkler controller and terminal strip. rE OF CA, \\ � PLANNING AND LANDSCAPE ARCHITECTURE -6 OF 9- YY!!0 115 4..EI711E M.ILLS....1A KMI CHECKED BY: DRAWING No. LW 1607- L OF IRRIGATION SPECIFICATIONS (continued) J. Sprinkler Heads: C. No site observations will commence without "As-Built" record 1.06 Inspections: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. PART 6 - WEED ABATEMENT 7.03 General: drawings. The contractor shall not call for a site visit 200 lbs. of Gro-Power or approved equal. 1. Install the sprinkler heads as designated on the without "As-Built" record drawings, without completing The Contractor shall arrange for inspections by notifying the 6.01 Scope of Work: Maintenance shall start immediately after landscape irrigation and Drawings. Sprinkler heads to be installed in this work previously noted corrections, or without preparing the system Landscape Architect, City and governing authorities, 24 hours prior The above soil conditioning are minimal qualities only and should planting. shall be equivalent in all respects to those itemized. for said visit. to time of inspection, unless otherwise noted. Inspections shall be used only for bidding purpose, because soil conditions may Provide all material, equipment, and labor necessary to perform all be as listed below, but not necessarily in this order. Only the change drastically from the time these specifications were work as indicated on plans, as reasonably implied, and as Maintain all plants and planted areas on a continuous basis as they inspection pertaining to the project scope of work will apply. developed to the time the actual soil conditioning take place. delineated in the specifications. ore installed during the progress of the work, and continue to 2. Spacing of heads shall not exceed the maximum indicated Therefore, the Contractor shall obtain his own soils analysis at a on the Drawings. In no case shall the spacing exceed the � maintain them until final acceptance of total project. Replace any 9 P 9 Rough Grading. rate of one per every 25,000 square feet of planted area. These 6.02 Quality Assurance: dead or dying plants as directed by the Landscape Architect and maximum recommended by the manufacturer. Drain Lines and Catch Basins. soil tests shall be conducted by on approved Agronomic soils City representative. Irrigations (main line pressure, coverage dt system operations testing laboratory approved by the project Landscape Architect and 3.04 TEMPORARY REPAIRS test). City. Copies of the soil test to be provided during the Pre- A. The Applicator of all weed control materials shall be licensed A. Irrigation: Operate irrigation system on an established Soil Preparation and Finish Grading. construction job conference. by the State of California as a Pest Control Operator and a program to maintain all plants and planted areas in a healthy The City reserves the right to make temporary repairs as necessary Plant Material (delivery do placement). Pest Control Advisor in addition to any subcontractor licenses condition. Irrigation system run-off shall be kept to a to keep the sprinkler system equipment in operating condition. The Substantial Completion Inspection (at completion of landscape 3.05 Finish Grading: that are required. minimum. Damage to irrigation system resulting from exercise of this right by the City shall not relieve the Contractor CONCRETE SPECIFICATIONS improvements) - 7 Days. maintenance and equipment and/or maintenance personnel, shall of his responsibilities under the terms of the guarantee as herein Final Inspection (after maintenance period) - 7 days. After rototilling operations are complete, grade areas to establish B. All materials and methods must conform to Federal, State, and be restored to its original condition at no cost to the City. specified. finish grades for planting. All flow lines shall be maintained and Local Regulations.PART 1 GENERAL 9 P 9• 9 Failure of any part of the irrigation system shall be brought The contractor shall arrange a Preconstruction job conference with proper tolerances shall be met after settlement at the end of the to the attention of the City. No repairs other than emergency 3.05 EXISTING TREES 1.01 Description the Landscape Architect and City a minimum of seven (7) days prior project maintenance Period. 6.03 Submittal: repairs shall be accomplished without written permission from to the beginning work. the City. Where it is necessary to excavate adjacent to existing trees, the For concrete information refer to the Standard Specifications for Finish grading shall leave surface of the ground uniformly smooth Prior to the installation of any weed control materials, the Contractor shall use all possible care to avoid injury to trees and 1.07 Guaranties: and free of abrupt rade change. Landscape Contractor shall submit to the Landscape Architect Cit tree roots. Excavation in areas where two 2 inch and larger Public Works Construction (Green Book: Edition per the City of P 9 9 P P Architect/City B. Weed Control: Keep all planted areas free of weeds and ( ) g Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well a list of the weed control materials and quantities per acre debris by cultivating areas at intervals not to exceed 10 roots occur shall be done by hand. All roots two (2) inches and as any other sections related to the installation, per and post A. Plant Materials: All trees, shrubs, ground cover; bedding 3.06 Coordination: intended for use in controlling the weed types prevalent and calendar days. larger in diameter, except directly in the path of pipe or conduit, plants and lawn shall be guaranteed from date of final expected on the site, as supplied by the Pest Control Advisor. shall be tunneled under and shall be heavilywrapped with burls to installation of concrete work, materials, labor, and clean-up. The pp P Standard Specifications for Public Works Construction is available acceptance of landscape construction for periods as follows: Weed abatement work shall be coordinated with the installation of Pest Control Advisor shall furnish the Landscape Contractor and prevent scarring or excessive drying. Where a ditching machine is from: the irrigation system rototilling and soil amendment work, and Landscape Architect and City data to demonstrate the compatibility The Contractor may elect to remove such concentrations of run close to trees having roots smaller than two (2) inches in Trees 24" box do larger = 1 year planting. See Weed Abatement section of the weed control materials and methods with the intended 9 Ye P 9• ( )• weeds manually or by an approved herbicide program. diameter, the wall of the trench adjacent to the tree shall be hand BI Building News Trees 15 gal. h smaller = 1 year planting and seed varieties present. trimmed, making clean cuts through. Roots one (1) inch and larger 3055 Overland Avenue Shrubs All sizes = 120 days PART 4 - TREES AND SHRUBS C. Pest Control: Spray all plants and planted areas at beginning in diameter shall be painted with two coats of Tree Seal, or equal. Los Angeles, CA 90034 Ground Cover = 120 days 6.04 Responsibility and Coordination: of maintenance program and as may become necessary thereafter Trenches adjacent to tree should be closed within twenty-four (24) Bedding Plant = 120 da 4.01 Scope of Work: hours; and where this is not possible, the side of the trench (310) 202-7775 g � P by an approved method of pest control, to keep all plants and P Lawn (sod) = 120 days A. Landscape Contractor is responsible for the erection of all planted areas free of insects and disease. Method shall be adjacent to the tree shall be kept shaded with burlap or canvas. 1.02 Scope Lawn (seed) = 120 days from first mowing Provide all material, equipment, and labor necessary to install all signs and barriers required to prevent intrusion into the reviewed by the City prior to any applications. Pest Control 3.06 FIELD QUALITY CONTROL trees and shrubs as shown on plans, as reasonably implied and as treated areas and to notify the public. shall include Gopher control. Furnish and install all concrete work complete as indicated on the Guarantees begin after the project acceptance by City and at delineated in the specifications. drawings or as specified, including, but not limited to the the end of the 180-day maintenance period. Landscape B. No material or methods shall affect the landscape planting or D. Pruning: Prune all plants as designated and directed by A. Adjustment of the System: Contractor shall replace and plant all materials which have 4.02 Products h roseed erminotion. No material or method shall render the following: P P yd 9 Landscape Architect, at start of maintenance program and died within the time span stated above, at no cost and within A. Nomenclature - Plant names indicated on the drawings conform job site unusable for more than 10 days from date of continue to prune plants as directed or as may become 1. The Contractor shall flush and adjust all sprinkler heads A. Furnish and set all reinforcingsteel, bolts, and anchors. 5 days from receiving written notice from the Landscape the "Standard Plant Names" established b the American Joint application. for optimum performance and to prevent overs ra onto Y necessary until the end of the maintenance program. P P P P Y Architect or City. If dead material is not replaced and Committee on Horticulture. Except for names covered therein, walks, roadways, and buildings as much as possible. y. Edplanted within the 5 day period, City may replace dead the established custom of the nursery is followed. 6.05 Non-Selective Herbicides: Remove trash week) round cover to keep B. Install all items required by other trades which ore to be Edge g p in bounds and cast into concrete. material with new material and charge the Landscape Contractor trim top growth as necessary to achieve and overall even 2. If it is determined that adjustments in the irrigation for all expenses incurred. B. Condition - Plants shall be symmetrical, typical for variety systemic and s ecies, sound, health y Non-selective contact herbicide and/or non-selective s/ Ys appearance. Exterminate gophers and moles; repair damage. equipment will provide proper and more adequate coverage, the Contractor shall make such adjustments riot to C. Concrete mow strips, footings for walls, fencing, posts, p y, vigorous, free from plant herbicides (as recommended by the Pest Control Advisor) �' P benches, etc., where applicable. disease, insect pests, or their eggs, and shall have healthy, PART 8 - ACCEPTANCE OF PROJECT planting. Adjustments may also include changes in nozzle B. Construction Materials: The contractor shall guarantee all normal root systems, well-filling their container, buy not to 6.06 Selective Herbicides: sizes and degrees of arc as required. 1.03 Protection workmanship and materials for all site development, for a the point of being root bound. Plants shall not be pruned at 8.01 General: period of one year from date of final acceptance of project. anytime, and in no case shall trees be topped. Selective pre-emergent herbicides compatible with seed mixtures (as 3. Lowering raised sprinkler heads by the Contractor shall recommended by the Pest Control Advisor) U p All finished concrete work shall be barricaded to pedestrian pan completion of installation, a maintenance period of a minimum of be accomplished within ten (10) days after notification traffic for three (3) days. Barricade shall be placed imediately 1.08 Material and Labor Releases: C. Trees and shrubs shall be growing at a recognized nursery in 180 days for all landscaped areas is required prior to final acceptance by the City. after concrete finishing. Contractor shall furnish, place and accordance with good horticulture practices and shall be of 6.07 Weed Eradication: of the work by the City. The Commencement dote for the maintenance remove all of his own barricades. Contractor shall be responsible Upon completion of the work, the Contractor shall present to the the size and caliper normally associated with the container period shall commence upon written approval for all phases of planting 4. All sprinkler heads shall be set perpendicular to for any damage to new construction and replacement or repair of the City, signed copies of all labor and materials releases for all size specified on plans. Removal of all togs, labels, nursery If in the opinion of the Pest Control Advisor, perennial grasses installation by the City Public Works Inspector. Maintenance period finished grades unless otherwise designated on the work shall be made without added cost to the City. work performed under Site Development. stakes and ties from all plant material prohibited until the and weeds existing in the planting areas will require control prior shall be adequate to verify plant characteristics and establishment. Drawings. approval of the Landscape Architect or City. to removal, spray these areas per Pest Control Advisor's 1.04 Clean-up 1.09 Disposal and Clean-up: recommendations. A. Two inspections shall be made that affect the establishment 5. Rain Bird EFB-CP valves will be set per manufacturers period: The first after all plantings have been completely specification so that each lateral operates at design Remove all waste materials (including excavated material classified D. All plant material delivered to the site showing signs of A. Prior to the installation of the irrigation system remove and installed in order to approve pressure. Upon completion of all concrete work and before final acceptance, pp ave the beginning of the P the Contractor shall remove all tools, surplus materials, as unacceptable soil material), trash and debris generated or damage or disease or is insufficient in size to carry out the clear all weeds and deleterious materials from planting areas. establishment period, and the second at the end of the apparatus, debris, etc. from the site and the site shall be left in encountered during the course of landscape construction, and intent of the planting plan will not accepted and will be establishment period. If plantings are not acceptable at the B. Testing of Irrigation System: a clean, neat condition acceptable to the City. legally dispose of it. During the course of the work, remove replaced at Contractor's expense. Allow herbicide to kill all weeds. Rake or hoe off all dead end of the 180 day period, due to defective maintenance, then surplus materials from the site and leave premises in a neat and weeds to a depth of 1" - 2" below the surface of the soil. continue establishment until all work meets with the 1. The Contractor shall request the presence of the City of clean condition. Clean up and remove all remaining debris and E. Sizes of Plants - Shall be as stated on the Plan. Container Physically remove all weeds from the site. Specifications and can be approved. Rancho Cucamonga in writing at least 48 hours in advance surplus materials upon completion of work, leaving the premises stock (1-gallon, 5-gallon, and 15-gallon) shall have been of testing. neat and clean. The site shall be cleaned upon the request of the grown in containers for at least one (1) year, but not over PART 7 - LANDSCAPE MAINTENANCE B. At termination of establishment period all plant material inspector. two (2) years. shall be live, healthy, undamaged, and free of infestation. 2. Test oil pressure lines under hydrostatic pressure of 150 7.01 Scope of Work: Inferior plantings shall be replaced and brought to a pounds per square inch and prove watertight. PART 2 - EXECUTION F. Substitutions - Substitutions for indicated plant material satisfactory condition before final acceptance of work will be will be permitted provided the substitute materials are Provide all materials, labor and equipment necessary for, or made. All areas shall be neatly raked and free of weeds. Note: Testing of pressure main lines shall occur 2.01 Protection: approved in advance by the City, and are made at no additional incidental to, performing all maintenance requirements as prior to installation of the electric control Keep all plant material delivered to site in a healthy condition cost to the City. Except for authorized variations, all reasonably implied or as delineated in the specifications valves. for planting. Plants shall not be allowed to dry out. Bare root substitute plant materials shall conform to the requirements including, but not limited to the following: stock shall be separated and heeled-in, in most earth or other of these specifications. 3. All piping under paved areas shall be tested under suitable material until planting. Balled and burlopped plants Maintain all plants and planted areas. hydrostatic pressure of 150 pounds per square inch and PLANTING SPECIFICATIONS shall have root ball covered with moist sawdust, wood chips or G. Plants Not Approved - Plants not approved are to be removed Keep planted areas free of weeds and debris. proven watertight prior to paving. other suitable material until planting. from site immediately and replaced with suitable plants. The Prune trees and shrubs. PART 1 - GENERAL City reserves the right to reject entire lots of plants Fertilized all plants and planted areas. 4. Sustain pressure in lines for not less than six (6) 2.02 Installation: represented by defected samples. Irrigation. hours. If leaks develop, replace joints and repeat test 1.01 Scope of Work: Insecticide spraying. until entire system is proven watertight. Detailed layout of plants within the planting areas shall be H. Stake all trees, as per details immediately after planting to Contractor shall provide all materials, labor and equipment performed by Contractor and approved by the Landscape Architect and prevent wind damage. 7.02 Fertilizers: 5. All hydrostatic tests shall be made only in the presence incidental to and necessary for completing all work, as indicated City prior to planting. of the General Contractor and the City of Rancho on the drawings, as reasonably implied, or as delineated in the I. Plant trees that are to be located in lawn or ground cover A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Cucamonga. No pipe shall be bockfilled until it has been Specifications as follows. Soil* excavated from planting holes shall be amended to backfill areas after finish grades are first established and allow at Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as observed, tested, and approved in writing. around trees and shrubs using the following mixture: least 7 calendar days prior to installation of said lawns or designated herein, or approved substitute as required by the ground cover to provide for thorough watering of trees. All Agronomic soils report. Available from Gro Power (909) 393- 6. Furnish necessary force pump and all other test 1.02 Standards: Native, On-Site Soil with rock no greater than 3" in diameter planting holes shall be excavated as defined on appropriate 3744. equipment. Gro Power Plus, 5-3-1 O 15 lbs/cy details. All work and materials shall comply with goveming codes, safety Iron Sulfate O 2 lbs/cy B. Ammonium Sulfate: Granular form containing not less than 21% 7. When the irrigation system is completed, perform a orders, standards, and regulations, and meet the minimum 4.03 Soil Amendments: nitrogen and 24% sulfur and shall be registered as an coverage test in the presence of the City of Rancho requirements of the Standard Specifications For Public Works (To be used for bidding purposes only, verify with Agronomic agricultural miner, with the State Department of Agriculture Cucamonga to determine if the water coverage for planting Construction (Green Book) latest edition. Soils Test.) Soil amendments shall be as recommended in the Agronomic soils in compliance with Article 2 - "Fertilizer Materials, Section areas is complete and adequate. Furnish all materials report 1030 of the Agricultural Code. and perform all work required to correct any inadequacies 1.03 Quality Assurance: After backfilling, construct a 3" earthen berm to form watering of coverage due to deviations from the Drawings, or where basin around each plant, to allow thorough water-in and 4.04 Trees Stakes: the system has been willfully installed as indicated on A. All Contractors performing Site Development work, must be establishment. the Drawings when it is obviously inadequate, without licensed in accordance with the laws of the State of Tree stakes shall be lodge pole pine tree stakes. See tree staking bringing this to the attention of the City of Rancho California. Prior to installation of turf and ground cover, remove water basins detail on plans for further information. Cucamonga. This test shall be accomplished before any from around trees and shrubs. Berms in turf areas to be removed ground cover is planted. B. Contractor shall provide the Landscape Architect and the City prior to City acceptance. PART 5 - GROUND COVER AND BEDDING PLANTS with a list of Subcontractors and Material Suppliers expected 8. Upon completion of each phase- s$ NprY, the entire system to be employed during the course of construction. PART 3 - SOIL PREPARATION AND FINISH GRADING 5.01 Scope of Work: shall be tested and adjusted to meet site requirements. C. Contractor shall obtain and keep in force Public Liability and 3.01 Scope of Work: Provide all materials and equipment and perform all work necessary 3.07 MAINTENANCE Property Damage Insurance, during entire course of the for and incidental to installing all ground cover and bedding Construction Contract. The amount of insurance shall be A. Provide all materials and equipment, and perform all work plants, as shown on plans, as reasonably implied, or delineated in A. The entire irrigation system shall be under full automatic determined by City. necessary for and incidental to the soil preparation and the specifications. operation for a period of seven (7) days prior to any finish grading of all planting and lawn areas as shown on planting. D. Prior to start of site development work, the Contractor shall plans, as reasonably implied, or as delineated in the 5.02 Bedding Plants: notify the Landscape Architect and City to give starting and specifications. p%DSC,4p' B. The City of Rancho Cucamonga reserves the right to waive or completion dotes. Contractor shall also supply the Landscape Perennials and Annuals: Provide healthy container grown plants \. F shorten the operation period. Architect and City with the name and telephone number of the B. Furnishing, placement and grading, of topsoil for backfilling from a recognized nursery, and of the species and variety shown on (�� ��( P. '4,9 3.08 CLEAN-UP person in charge of the work. of planters if required. plans. � J � 1.04 Responsibilities and Coordination: C. Cleaning and finish grading of planters areas and planting C#D CM n '>,an-up shall be made as each portion of work progresses. Refuse areas. 5.03 Ground Cover: W and excess dirt shall be removed from the site, all walks and A. Permits: The Contractor shall obtain and pay for all permits cc ~ paving shall be bloomed or washed down, and any damage sustained on and inspections required by governing authorities for the work 3.02 Topsoil: Ground Cover: Provide ground cover of the species shown on plans. 30-9!1 the work of others shall be repaired to its original condition. to be performed. Ground cover shall be established and well rooted in flats or A. Existing on-site soils listed as 'acceptable' under 'Site similar containers. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE B. Existing Conditions: The Contractor shall verify all Grading specification. conditions and dimensions shown on the plans at the site prior 5.04 Mulch: A. The Contractor shall operate each system in its entirety for to commencement of any work under this contract. The B. Topsoil imported to site for use as fill, backfill in planters �lglf of CAItF, P the City of Rancho Cucamonga at time of final observation. Contractor shall verify the location and depth of all and mounding, shall be sandy textured. Silt plus clay content Mulch: Shall be of compacted wood chip fiber. Any items deemed not acceptable by the City of Rancho underground utilities prior to start of work. of this soil shall be no greater than 15% by weight. The Cucamonga shall be reworked to the complete satisfaction of boron content of this soil shall be no greater than 1 part per 5.05 Coordination: the City of Rancho Cucamonga. C. Temporary Utilities: The Contractor shall apply for and pay million as measured on the saturation extract. The sodium all cost incurred for all temporary utilities such as water, absorption ratio (SAR) shall not exceed 3.0 millimohos per A. Do not have plants delivered to the job site until site B. The Contractor shall show evidence to the City of Rancho electrical power and gas as required by him for the centimeter at 25 C. In order to ensure conformance, samples conditions are ready for planting. If planting is delayed, Cucamonga that the City has received all accessories, charts, construction of the project. Temporary services shall be of the imported soil shall be submitted to an agronomic soils keep plant roots moist and place in a sheltered location record drawings, and equipment as required before final site coordinated with the City and other contractors on the job testing laboratory, approved by the project Landscape protected from the sun, wind and other damaging elements. DESCRIPTION OF REVISION observation can occur. site. Architect for analysis prior to use. Result of testing to be delivered to City for approval. Soil test to include analysis B. Soil preparation and fine grading shall be completed and trees 3.10 SITE OBSERVATION SCHEDULE D. Survey, Reference Points, and Elevations: The Contractor is and recommendations. and shrubs installed prior to bedding plants and ground cover CITY 0 F RANCHO C U C A M 0 N G A responsible for establishing all surveys, reference points and planting. A. The Contractor shall be responsible for notifying the City of elevations required by him, and shown on plans for proper 3.03 Soil Amendments: Rancho Cucamonga in advance for the following observation execution of site construction. 5.06 Installation: meetings, according to the time indicated: All soil amendments shall be as specified in the Agronomic E. Traffic: The Contractor is responsible for all temporary Suitability/Fertility soils report furnished by the Contractor Plant ground cover and bedding plants in moist soil and space as TRACT 14534 S T R E E T S C A P E 1. Pre-Job Conference - 7 days traffic barriers and detours required by him for the indicated on plans. construction of the project. All temporary traffic barriers 3.04 Soil Preparation: 2. Pressure supply line installation - 24 hours and detours shall conform to all conditions required by the Each plant shall be planted with its proportionate amount of soil City or governing authorities. All work on irrigation system shall be complete and inspected for so as to minimize root disturbance. Soil moisture shall be such SPECIFICATIONS 3. Lateral line and sprinkler installation - 24 hours recommended approval and, fine grading completed, prior to that soil does not crumble when removing plants from container. 1.05 Defective and Unauthorized Work: rototilling and prior to soil amendment work. 4. Automatic controller installation - 24 hours Regrade planter areas after planting, to restore smooth finish All work which is determined by inspection to be defective in its After rough grades have been established, prepare all lawn and grade and to insure proper surface drainage. A 4" layer of mulch , 5. Control wire installation - 24 hours construction or deficient in any of the requirements of the plans planting areas by tilling or cross ripping to a depth of 12". All material shall be spread over the entire planter area after grade APPROVED BY: /`/ /�. , DATE: L� and specifications, shall be remedied or removed, and replaced by rock and debris more than 2" in diameter shall be removed from the is established. Watering shall begin immediately after mulching. �L�C�C�t �L(/1 Q�ea� 6. Pressure supply line and lateral line testing - 48 hours the Contractor at his own expense in a manner acceptable to the Gradin shall accommodate the mulch CITY ENGINEER RCE N6. 4 Landscape Architect and City. site, except for areas that are to be sodded, in which all rock (Grading ) 7. Coverage test - 48 hours and debris more than 1" in diameter shall be removed. DESIGNED BY: RECOMMENDED: 5.07 Protection: R-M U Apply spread, and rototil in all soil amendments as recommended y 7 - 8. Final observation - 7 days to a depth of 6". Water area thoroughly after rototilling is Erect temporary fencing or barriers to protect planted areas from complete. Incorporate evenly into the top 4" to 6" the following damage prior to final acceptance. DRAWN BY: RJM SHEET B_• When observations have been conducted other than the City of for each 1,000 square feet of planting area: RAG DESIGN GROUP, INC. L_7 �F 9 Rancho Cucamonga, show evidence in writing of when and by whom PUNNING AND IANDSCAPE ARCHITECTURE these observations were made, nzec us■Arae.a :eo.lasso~.�,o. a reen CHECKED BY: DRAWING No. SPR 1607 - L OF POINT OF CONNECTION TO BE Al " METER PROVIDED BY C.C.W.D. (MR. R. OAXACA 2/9 /98) HGL. 1648' STATIC PRESSURE 123.8 PSI PEAK DEMAND 10 GPM. CITY PRESSURE CALCULATIONS CONTROLLER 'G' IN ENCLOSURE. 1 INSTALL BACKFLOW PREVENTER PARALLEL WITH THE STREET WATER METER ! 2 WE I� -� CALSENSE ET-1-8-DR .2. WITH ANT-1 PORT. 1 ELEVATION 1632 1 SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. STATIC PRESSURE HIGH 123.8 LOW ENCLOSURE TO BE PER STD. DRWG. 539/540 � I USE STRONG BOX SB 2455/ 120 VOLT ENCLOSURE I SOURCE OF INFORMATION Richard Oeacaca i USE TYPE 'K' COPPER PIPE BETWEEN 1 2 WITH ELECTRICAL METER ENCLOSED. INSTALL (1) ORANGE COLOR SPARE WIRE IN I METER AND BACKFLOW PREVENTER. PHONE NUMBER C.c.w.D. ( qoq) `f8?- 59 DATE OF INFORMATION c EACH DIRECTION TO FURTHERMOST POINT. I H.G.L. MEJJ•1 ELEVATION 1&48 (REOUiREO IF STATIC PRESSURE UI ! I LOCATE CONTROLLER AS DIRECTED BY A REPRESENTATIVE WATERMETER / OF THE CITY OF RANCHO CUCAMONGA. ELEVATION (•y 1362 - - 2B(, x A". 1¢318 d \ CONTRACTOR SHALL APPLY AND PAY FOR THE REMOTECONTROLVALve C-4- SIZE a G c i INSTALLATION OF ELECTRICAL SERVICE TO CONTROLLER. MAXIMUM DEMAND _ /O G.P.M. ELEVATION OF D0°0 o �/ THE IRRIGATION SYSTEM IS BASED UPON MAXIMUM OF 3" OF WATER HIGHEST HEAD 1362 o �Go O v"o°o°n �" /� PRESSURE*R.CV, P.31 PER WEEK FOR TURF AND 2" FOR SHRUB/GROUNDCOVER AREAS. 0 G°�° 1 iA 170 WATER TO BE APPLIED FOR A MAXIMUM OF 8 HOURS PER NIGHT FOR � � &H .I.LOSS h A /1G •� ® 1_ WATER METER �Z Q P 0°0 2 5 DAYS A WEEK. BETWEEN THE HOURS OF 9 PM TO 5 AM. ONLY ONE -/ R b �_ `^o.�• ., o o �• � I 5 / P. BACKFLOW DEVICE ,�O �p VALVE PER CONTROLLER SHALL OPERATE AT THE SAME TIME. OC '�_�` �G �. °O°g ' / 1 C2 - GATE VALVES \ ° I70 1 _/' •w�,STER VALvA Flow sensor � l� fs o :�� ' • 0°0°0 2 �• CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING PRESS REG (YALLAF'F WITH A REPRESENTATIVE OF THE CITY AND CALSENSE. �-uNE co>o . 1361 . 8 6 ° 1�2 CONTACT CITY MAINTENANCE DEPARTMENT FOR CITY REPRESENTATIVE moo_ ,µ,r,�E - 7 . 1 1 \ AND CALSENSE AT _ REMOTE CONTROL VALVE ASODOLY 4.5 18 4 n 2075 CORTE NOGAL, SUITE P. LATERAL LINE LOSS 2-1 CARLSBAD, CA. 92009 LATERAL LINE LOSS 000 c TEL. (619) 438- 0525. LATERAL LINE Loss I1' ° ° FLOUFITTINGS LO (10%) 2.5 l 315 C 4 3 ° X00°0 '' ELEVATION CHANGE 7 1361 . 8 ° THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR ° G 0°O0c'' OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ONTO WALKS, STREETS, WALLS ETC. °0000 ; G 3 THIS SHALL INCLUDE THE SELECTION OF THE DEGREE OF ARC AND THE CHOICE OF TOTAL tiYSTF>titLOssEB: 27.4 e fs SEN E 0°0°c I 4 PRESSURE COMPENSATING NOZZLE SCREENS TO FIT ALL EXISTING CONDITIONS.WHEN PRESSURE TO OPERATE HEAD: 50.- 000C C OBSTRUCTIONS FRE HYDRANT ET - - 000 . I AL ( FIRE S, STREET LIGHTS, TREES ETC. INTERFERE W.QL 000.O \ TOTAL PRESSURE REOUIREDs 57.4 °0' ,� WITH THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION LOWEST 23, INSTALL ALL MAIN LINES AND VALVES 'o <', �� °c CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER PRE•SETREGULATEDPRESSUREpFRE0URE0j: '15.0 IN GROUNCOVER AREAS. o OR HALF HEAD ON EACH SIDE OF THE OBSTRUCTION AS REQUIRED TO PROVIDE PROPER RESIDUAL WATER PRESSURE: 0 COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST. Cm REQUIRED RESIDUAL WATER PRESSURE .20 PSI YMB CODE BOTANICAL NAME COMMON NAME SIZE �tWA QTY IRRIGATION LEGEND S-t .LtPER(JS VRGNANA NCN 5 GAL f`Q.G• 41 - 'SILVER SPREADEIZ SYMBOLS MANUFACTURER ITEM GPM PATTERN R PSI P.R. 9'-O' 6 6 O RAINBIRD It 1812-SAM-PRS-10LA 12'POP UP 0.4 0.6 0.8 1.6 90 VAN 180 360 1a 30 1.78 4'-6' 3/4' S-2 DETES vEGATA FORTNGI-IT ILLY 5 GAL 3'O.G. 69 b 0 v o RA+Ne+RD it 1e12.8AM-PR9-t2 tr POP UP 0.6 0.9 t.s 2.6 90 VAN teD Seo tr 3o 2.01 /O' b S X( RAWB+RD 9 1l8WSSAM•PR8-COLA 9'POP UP 0.4 0.6 0.e 1.6 90 VAN 180 390 1a 30 1.78 TUBULA/P V Is RAINB+RD 0 11908-9AMu PRS-12 9'POP UP 0.7 9.9 1.3 2.e 90 VAN leo NO it 30 2.01 1} RAMIB+RD • 18068AM-PRS-15EST,SST 6'POP UP 0.6 1.2 STRIP 4'x16' 30 1.94 •`^:. .�,�• STEEL GATE • RA4N64gD 0 1806&AM-PRS t6 SLMPC8 BUBBLER 0.4 130 7 30 2.60 �: '• .' CONCiPETf `�� Dv LOT iq L3� ! EX/$T 5Uf*Moft sloo MASTER VALVE,24 VOLT, SECT /ON �4 A . ; o 000 FfNCf \ RAINSIRD s EF&CP-PRS-B REMOTE CONTROL VALVE F O -V, 1 O RAINBIRD S 33 DNF QUICKCOUPLING VALVE. /LL Ifs/TiS�G1PAI1EL C° 0 /. CALSENSE P ET-1-DR W/ANT-1 PORT CONTROLLER IN STRONG BOX S6-241"ENCLOSURE ASSEMBLY. NOTES �O LGA ® DATA INDUS i 1.25 (1-1/4' FLOW METER PROVIDED BY CALSENSE. `PN )SC,gP� GJ `' Ae FEBCO i 825 Y$ REDUCED PRESSURE BACKFLOW PREVENTER L REFt32 TO SHEET L-5 FOR PLANTING NOTES AND OETALS. .�/j r• !j WILKINS S 500 75-125 PSI SPRING PRESSURE REDUCING VALVE �Q`� QI�Y P• Ry'9 9� Z,` .' "r,d 2 L"TO IW'R(VE 2 WASHED COBBLE STONE REFER TO SHEET L-5 FOR RIVER WAST-ED COBBLE STONE DETAIL + BOUlDEiP A 1 CONTROLLER AND STATION NUMBER >•�•. :-%;..; 3. REFS? TO SWEET L-5 FOR CITY STANDARD CONCRETE HEADER DETAIL. 6 x& /P/mf 7 VALVE SIZE/GPM FLOW '" w VERIFY EXACT LOCATION N THE FELD PRIOR TO INSTALLATION. /Eti.45// COBBLE GiPOUr'/NG I2g ypFT OF AREA GdvEREO 13Y l2ft.IC,AT1oN 5�5TEM �'::'''':'x''3''4 �``•,'' :�� 4. Exiftl01WOOD FENCE. C01MV7PVC SCHEDULE 40 SPRINKLER LATERAL 30-99 5. 14'-6* TLBLJLA12 STEEL GATE - HEIGHT TO MATCH EXISTING 6 PVC SCHEDULE 40 IRRIGATION MAIN, 3/4"TO 1-112"SIZE HC'H ADJACENT BLOCK WALLS. SLE OETAIL E •11!11* 64ft'f �FA/ R PVC CLASS 315 IRRIGATION MAIN,2"AND 2-112' - 6. 8' WIDE CONCRETE SDEWAUdMTH NEDw BROOM FLASH L 'Y (/ PVC SCHEDULE 40 SLEEVE PERPENDICULAR TO TRAFFIC. ' /YTS. E O •••••• ••••»• COPPER TYPE'K' SERVICE LINE T 7. EXISTING BLOCK WALL WITH WEEP HOLES AT BASE OF WALL TAY -I►ri9atlon Consultant l,4 �� �1 I I�LIE I I�I IJ" 31 PER OVL BVGNVEE32S PLANS. CONT/PACTOiP TU//YSUrPf TN.4TTOl/1'SC.4PfArPEA San Clemente, Adobe OF CALF � . II- � 2'-0' NOTE: CONTRACTOR SMALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS San Clemente,CA.92672 • El,�l I 8. BOULDBZ GROUPINGS•4"r95 Re, > ofVV pcI G+Ro_►P /W/LLM•4/NTA//V 1"'OSMY-1` lWreif'FLOW TOTHE/..4Lif= REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLATION REFER TO MANUFACTURERS LITERAtURE. Tel(714)498-4483 Fax(714)4924312 fki WuL t5C-_ Z- ' ip rAb. A114Y, AND Tf/f1T NO STAND/N!i !y'9TfiP W'/LL ACCUM A PLANTING/CONSTRUCTION PLAN SCALE L'4TE//VMOrPT.4,f ✓O//VTS. 4,72F f'�Y•4YTODrP,4//y B If�RIGATION PLAN 12" ?O'O 727 C'�PAVEL ,4.f EA PAST GATE. SCALE, r-20'-O' LEGEND 1. 2- SO. TUBULAR STEEL GATE FRAME WITH 3/4- S0. SOLID STEEL PICKETS AT 4 1/2- O.C. 2. (3) HEAVY DUTY HINGES. 3. nNtsm DE •( ,5�1 fi 4. OX COMPACTED SUBGRADE S. UNIVERSAL GATE LATCH, MODEL GH-101, AVAILABLE FROM JANSEN ORNAMENTAL SUPPLY CO., (818) 442-0271, OR APPROVED EQUAL WELD TO GATE AND FENCE. S. 2' SO. TUBULAR STEEL GATT: POST. ATTACH TO EXISTING BLOCK J / WALL WITH (4) 1/2'X6' LONG LAG BOLTS AND LEAD SHEILDS. LEGEND • A. PROVIDE CITY INSPECTOR WITH (2) SETS Of SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIR TO FABRICATION. �fas r B. ALL WELDS TO BE CONTINUOUS GROUND SMOOTH. C. PAINT ALL STEEL SURFACES WITH (1) COAT SHOP-APPLIED RUST- r PROOF GRAY PRIMER. (1) COAT FIELD-APPUED RED PRIMER AND \ e 1 (2) COATS EXTERIOR ENAMEL PAINT, COLOR TO BE BLACK. Y f E TUBULAR STEEL GATE I " : " '`' DESCRIPTION OF REVISION DATE CITY r APPROVED: CL CITY OF RANCHO CUCAMONGA ,r 3 L ;1. - __ _ 6' LANDSCAPE R. TRACT 14534 STREETSCAPE 8'-0" 5' 7'-0 28'-0" U'W' C 1 5' S' 8'-0" 10'-0" 8'-0" EASEMENT 13'-0" 5' S' 1 I AREA AREA" PLANTING WALK PLANTING PLANTING AREA WALK - PLAN ANG Ilk LOT A MEDIAN PLANTING AREA TURF WALK PLANTING EQUESTRIAN PLANTING (2% SLS,) AREA AREA TRAIL AREA (-5% SLOPE) (•--7% SLOPE) (7% SLOPE APPROVED BY DATE: (F--696 SLOPE) CITY ENGINEER RCE SCALE: 1" = 10'-0" DESIGN RECOMMENDED RAG/TM _ _ DRAWN RJM SHEET DESIGN GROUP, INC. RAG/TM PL-8 F 9 PLANNING AND LANDSCAPE ARCRT TCTUIM D SECTION A-A (VICTORIA PARK LANE) SCALE: r-lo'-o" C SECTION B-13 (ROCHESTER AVENUE) SCALE: r-ia-o• LR ECKED DRAWING LA0.